V
N 6 5
THE
Street Railway
Journal.
INDEX TO VOLUME XXIV.
♦
July to December, 1904.
McQraw Publishing Co.,
114 Liberty Street,
New York.
A
INDEX TO VOLUME XXIV.
A
Aberdeen-Hoquiam Railway, Washington *944
Accident Causes; Fallen Leaves 777
Locations of Turn-Outs 813
-Problem 1028
Accident Claim Department; Lectures to Mo- ■
tormen 1054
Question Box, Utica 412
Accident Claims; Fakir detected in Brooklyn. 1058
in Syracuse 114
Accident Report Blanks, Oregon Water Power
& Railway Company *784
Accidents; Columbus, Newark & Zanesville
Railway 955
Grand Trunk Railway Tunnel 812
Melrose, Mass 497, 772
New York Subway, Flood in 1077
Northern Ohio Traction & Light Company 1049
Pacific Electric Railway *920
Rochester & Eastern Railway 356
Street and Steam, Comparison of 867
Accountants' Association; Convention Pro-
ceedings 698, 752
New Secretary 1159
Officers and Executive Committee *515
Question Box 200
Accountants; Qualifications of Railway
[Brockway] 197
Accounting; Blanks, Brooklyn Elevated New
System *322
Department [Brockway] 25
Development of Street Railway during the
Past Twenty Years [Duffy] 549
Repair Shop, Report on *700
Standard Form of, American Rulings on
Classification 756
— I. T. & L. R. Association 370
Comments on 360
■ [Duffy] c440
Municipal Tramways Association 802
Advertising Circulars; Boston & Worcester
and P. S. C *26
:New Hampshire Traction Company 212
Street Railway [Gunn] *236
Various *662
Advertising Contracts discussed at Ohio As-
sociation 1007
Aesthetics in Street Railway Construction... 680
Air Compressors; ana ...yor, Baltimore &
Ohio Locomotive *151
Motor-Driven, at St. Louis (Christensen) *207
(See also Brakes, Air.)
Albany, United Traction Company, Organiza-
tion Chart of Mechanical Department
[Benedict] *454
Albuquerque, N. M., Convertible Cars *402
Alliance, Ohio, New Cars *35
Alternating Current. (See Single-Phase and
Polyphase.)
Alternators. (See Generators.)
Alton, 111., Consolidation 459
American Conduit Company's St. Louis Ex-
hibit *442
American Frog & Switch Company's St. Louis
Exhibit *854
American Light & Traction Company, Three
Years' Report 496
American Railway, Mechanical & Electrical
Association; Changes 416,495
Convention Proceedings 688
■ Programme 137
Officers and Executive Committee *516
Question Box 264
American Railways Company, Annual Re-
port of 860
American Society of M. E., Annual Meet-
ing 863, 1047, 1083
American Street Railway Association; Con-
vention, Proceedings 689, 740
History of [Littell, Lowry, Penington]. . . *517
-Officers and Executive Committee *514
Reorganization 727
(Abbreviations: * Illustrated, c Correspondence.)
American Street Railway Claim Agents' As-
sociation 484, 698, 699, 859
American Street Railway Manufacturers' As-
sociation; Organization 171, 244,389
Constitution of 771
Andrews, H. E., Interview with *234
Armature; Banding Lathe, Hartford Street
Railway *790
Coils, Form for Winding in Columbus Re-
pair Shops *61
Insulating Compounds 936
Aurora, Elgin & Chicago Railway, Parlor and
Buffet Car *379
Asia, Electric Tramways in 355
Association of Tramway & Light Railway
Officials, Convention 1003
Atlantic City, N. J., New Cars *107
Auburn & Syracuse Railway, New Cars *340
Augusta & Aiken Railway, New Cars *919
Auto-Cars. (See Motor Cars, Independent.)
Autographic Test Car [Herrick] *946
Automobile Busses. (See Motor Cars, Inde-
pendent.)
Automobiles, Importance of Enforcing Laws
for 175
Axles, Practice in Germany 20
(See also Wheels.)
B
Bailey, T. P *1161
Ballarat, Australia, Electric Traction 82
Baltimore; New Cars *1054
Steam Turbines in 1090
Wire Glass in Conflagration *1049
Baltimore & Ohio Railroad; Locomotive
Pick-Up Device *151
Baltimore & Belair Electric Railway, Opening
of First Section 773
Band Re-Saw (American) *66o
(Fay & Egan) *484
Berlin Zossen Tests, Speed Curves *79
Block Signal Systems; (Eureka) *66tj
Harrington 4S3
New York City Subway *64S
Question Box, Utica 411, 437
Staff [Emerson] 1112
with Track Circuit Control [Struble] 453
and Turn-Outs 935
Bloomington, Pontiac & Joliet Railway, Sin-
gie-Phase System 495
Blue Printing, Large Drawings at Minneapo-
lis 828
Blue Hill Street Railway Company's Guide-
Book 231
Bohemia, Three-Wire System at *1042
Boilers, Water-Tube (Rust) *108
Boston; Cost of Power 359
— Early Street Railway Experiments in
[Sergeant] *534
East Boston Tunnel, Opening of 1152
Elevated Division, Automatic Relay Train
Control ( Sprague-General Electric).... *479
Five-Car Trains for 201
Side Entrance Cars 75, *202
Steel-Tired Wheels, Life of 404
Elevated Railway Company, Annual Re-
port 1057
Manganese Rails, Life of, in 844
& Northern and Old Colony, Passenger
Departments of 893
Transfer Frauds on 354
Parlor Car in *442
. Providence Line, Plans 772
Suburban Electric Companies Traffic 379
Touring Cars in 216
& Worcester Street Railway, Annual
Report 1056
Employees' Banquet 1048
New Cars *132
Stealing from 774
Brake Handle (Anti-Friction) *671
Brake-Shoe; Adjustment [Price] 268
(C. U. B. Co.) *661
Felt (E. C. B. Co.) *661
Brake Rigging, Brooklyn Elevated Railway
Cars *227
Brakes, Th. Scholtes Report on, I. T. & L. R.
Association 332
Brakes, Air; Advantages of 117
and Electric, Discussion at Vienna... 833
Power Consumption 462, 478
in City Service [Boynton] 370
• [Rae] 836
Test of [Taylor] *1107
Storage, Charging Box used in St. Louis *890
at Montclair *1038
(Westinghouse) *918, 1058
Brakes, Electric; and Air, Discussion at
Vienna 833
Brakes, Magnetic; at Portland, Ore *1142
(Westinghouse) *918
Braking; High-Speed Trains [Parke] 491
Tests of, in City Service [Taylor] *1107
at Wilmerding, Proposed 1093
Bridges; with Ballasted Floors 1095
Como Park, St. Paul *42S
Indianapolis Northern Traction Company *1065
Plainfield, 111., Steel *110O
Skew Truss, Michigan Traction Company *1043
Temporary, during Construction, Port-
land, Ore *426
Trestle, Oregon Power & Railway Co *733
Bristol Company, St. Louis Exhibit *794
British Westinghouse Company, Report of.. 1093
Brockway, W. B., Retirement of 1133
Brooklyn Bridge; Inverted Third-Rail on *14s
Brooklyn; Accident Case, Perjury in 1058
Coney Island & Brooklyn Railroad Com-
pany. Agreement with Employees 141
Power-Station Equipment 70
Elevated Railway; Bonding System
[Parke] *1103
Car Equipment Improvements *222, *252
Comments on 220
New Train 83
Records, New System of *322
Station Improvements 1089
Improvements in 861
Polytechnic Institute Changes 932
Rapid Transit Co., Annual Report of 303
Official Timekeeper of 920
Brown Hoisting Machinery Company, St.
Louis Exhibit *889
Buenos-Aires, Electric Traction in - 420
Freight Cars *960
Test of Power Consumption in 937
Buffalo, Lockport & Rochester Railway; Work
begun 143
c
Calculating Machine (Morschhauser) *1053
Camden & Suburban Railway, Chartered Cars
on 376
Canada Street Railway Association, Organiza-
tion of 115S
Canal, Miami & Erie, Reorganization of
242, 304, 382, 725, 895
Car-Borer, Vertical (Fay & Egan) *212
Car Cleaning, Metal Brush for (Vickery) *443
Car Construction; Brooklyn Elevated Rail-
way *222, *252
Comments on 220
Framing, All-Steel (St. Louis) *852
Interurban Cars [Boynton] *232
General Design and Finish of Modern In-
terurban Cars [Boynton] *472
Increasing Width of 219
Insulation and Fireproofing Material
(K. & M.) *266
Los Angeles Kinks *24
Rebuilding in *136
Provisions for making Repairs Desirable. 1131
Twenty Years Development in [Brill].. *502
— (See also Cars, Non-combustible.)
iv
INDEX.
Car Equipment; Daily Inspection of [Aid-
worth] 803
[Benedict] *454
[Lindall] *705
Comments on 679
Utica, Discussion on 434
Records, New System of Brooklyn Ele-
vated *322
Car Gates, New York Subway [Gibbs] *646
Car Heaters, (See Heaters.)
Car Houses; Authority in 865
Dayton, Covington 6t Piqua Traction
Company *392
Dubuque, Iowa *871
Fire Test, Cleveland *366
Newark 1059
-Force, Duties of [Carlisle] 1152
Montclair *1036
Reinforced Concrete for 279
Storing Cars Out of Doors discussed at
Utica ■ 433
Twin City Rapid Transit Company 287
Wire Glass for *1049
Car Lighting 1029
Car Platforms; Brooklyn Elevated *224
New York Subway *646
Car Signs; 2, 118
in Berlin [Marburg] cl34
Worcester *340
Car Step and Wheel Guard (Nolan) *377
Car Wiring, and Equipment 98
■ Comments on 87
for Heaters in New York *915
Car Yards, Light in 361
Cars, Buffet; St. Louis *685
St. Louis Exposition (Cincinnati) *443
Cars, Closed: Auburn & Syracuse Railway.. *340
Baltimore *1054
Chicago & Milwaukee *1019
East St. Louis *1052
Erie, Pa *1010
Escanaba, Mich *441
Joliet *1053
Louisville *1014
Manhattan Railway *1015
Memphis, Tenn *916
-Mexico City *155
New York Subway *634
— New York Union Railway *8S9
Oklahoma City *761
Schenectady *103
Springfield, 111 *667, *1085
Vincennes *795
Washington, D. C *854
Cars, Combination; Aliance, Ohio *35
Columbus, Ohio *37
Hummelstown, Pa *36
Montreal *210
Portland, Ore *1139
Sheboygan, Wis *1010
Torreon, Mexico *380
Cars, Convertible; Albuquerque, N. M *402
Augusta, Ga , . r„ r>.^— _*919_
- — Cleveland - rrrri-rrrr. ' *910
Fort Worth, Tex *851
Graham, Va *335
(St. Louis) *886
Washington, D. C *299
Cars; Design of; Advantages of Long and
Short Cars [Davis] 450
Long, Increased Travel with 1062
Selection of; Question Box, Utica 410
Ventilation 1061
Cars, Double Deck; Durban, Natal, Af-
rica *1004
Glasgow *835
Minneapolis *838
Cars, Excursion; Cleveland *1046
Texarkana, Roofless *107
Cars, Express and Freight; Buenos- Ayres. . . *960
Louisville *1014
Public Service Corporation *269
Cars, Fireproof. (See Cars Non-combustible.)
Cars, Non-combustible; Chicago Metropolitan
Elevated *956
Comments on 935
London 966
New York Subway B *634
(St. Louis) 852
(See also Fireproofing.)
Cars, Open; New Jersey Public Service Cor-
poration *35
Torreon, Mex *888
Cars, Parlor; Aurora, Elgin & Chicago Rail-
way *379
Boston *442
Reading, Pa *239
St. Louis *209, *268
Cars, Semi-Convertible; Atlantic City *107
Boston & Worcester *132
Chicago
*668
Cleveland *762
Easton, Pa *849
— -Evansville, Ind *212
Hackensack, N. J *1086
Hagerstown, Md *796
Kennebunkport, Me *670
Montreal *1016
Northern Texas Traction Company *960
Opening 967
Portland, Ore *78
Punxsutawney, Pa *378
Seattle, Wash ' *404
Shamokin *1155
— York, Pa *157
Cars, Side Entrance; Boston Elevated Divi-
sion 75, *202
Petaluma, Cal .". . . *687
Cars, Sleeping. (See Sleeping Cars.)
Cars, Steel. (See Cars Non-combustible.)..
Carver, D. F 1130
Catenary Construction. (See Overhead Con-
struction, High-Tension Wires.)
Cattle Guards (Merrill-Stevens) *669
Chain, Silent (Morse) *1017
Chapman, G. F., Interview with 724
Chautauqua, Combination Snow Plow and
Express Car *1114
Chicago, Calumet Railway, New Cars *668
---Elevated Railways Traffic Report 85,892
Franchises 89, 115, 170, 217, 273, 277,
307, 356, 385, 459, 723, 965, 1058, 1127, 1158
Freight Tunnels 57, 1024, 1089
— Metropolitan Elevated Railway, Air
Brakes on 86
All Steel Cars on *956
Comments on 935
& Milwaukee Railway, New Cars *1019
Single-Phase Equipment for 1160
Northwestern Elevated Railroad, Agree-
ment 70
Annual Report 807
Storage Battery Plant *229
Proposed Belt Line 170
— South Side Elevated, Annual Report 724
Extensions 274
Subway Plans 932
Tunnel Lowering 497
Union Traction Company, Annual Re-
port 243
Nine Month's Report 113
Chihuahua, Mex., Electric Traction Proj-
ect 273
Cincinnati, New Freight Station 456
Cincinnati, Dayton & Toledo Traction Com-
pany, Watch Inspection 1077
Circuit Breakers; for Cars, Adjustment of
[Parham] .... Iluo
Oil (Westinghouse) *1086
Cleveland; Car House Fire Test *366
Converting Open to Closed Cars in *910
Cross-Town Line defeated 273
Electric Club, Meeting of 1091
Electric Railway Company, Large Orders
of 1092
Franchises 85, 965, 1057
Low Fares 806, 809, 894
Mutual Fire Insurance Association 329
Painesville & Ashtabula Railway Com-
pany, Receiver for 770, 806, 858, 1023
System *90
Semi-convertible Cars *762
& Southwestern Traction Company's
Power Station Changes 272
Speaking Tube on Cars in 291
Touring Car Service 206, 233, *1046
Unique Line Car in *959
Climax Stock Guard Company, St. Louis
Exhibit *887
Coal and Ash Handling Machinery; Du-
buque Power Station *187
Kingsbridge Power Station, Steel Fram-
ing for *5
New York City Subway *608
Scioto Valley Traction Company's Plant *974
Worcester, Mass *295
Coal Car at Huddersfield, Eng »834
Cole, William H 55
Colorado & Southern Railway, Electricity
on 893
Columbus, Delaware & Marion Railway
Company, Incorporation 857
Columbus, Ohio; New Cars *37
Newark & Zanesville Railway, Accident. 955
Sleeping Cars on 302
Repair Shop Practice in *60
— Scioto Valley Traction Company System *970
Commutator Turning in Repair Shops, Co-
lumbus, Ohio *61
Concrete; for Car Houses 279, *287
Piles, Dubuque Steam Turbine Power
Station *190
in Repair Shop, Philadelphia Rapid
Transit Company *319
— for Switchboaru Cells 249, c334
Ties in France *1054
Condensers; Kingsbridge Power Station *14
— for Steam Turbines [Rockwood] 1047
Conduits, Electric, in New York City, Incep-
tion of [Starrett] *537
Connecticut Taxes 773
Controller; Automatic, (Williams) 275
Burn-Outs 424
K-26 used with Single- Phase Motor *285
— Resistance Points, Use of 1031
— for Three-Wire System (Krizik) *1042
Two-Motor Operation of a Four-Motor
Equipment with [Taylor] *876
(See also Multiple-Unit System.)
Converters, Rotary; Dust Guards for 147
Cooper, H. S *55
Cork, Ire., Test of 500-kw Curtis Turbine at 989
Cornell University Electric Railway Instruc-
tion 134
Corpses, Charge made for, discussed at
Ohio Association 1009
Coupling, Electric; for Two Motor Cars in
Sydney 196
— Insulated, for Water Pipes (Dresser) 916
Wire (Dossert) *444
Cranes, Traveling, Motors for (Westing-
house) *1155
Crossing; Electric & Steam Road, Hearing,
Frankfort, Ind 723
— Stopping Point for Cars (See Near-Side
Ordinance.)
Cuba, Electric Railway Contracts 83
Cudworth, Axtell & Company, Organiza-
tion of 245
Curve Rails, Life of in Boston 844
D
Daft Electric Company, Early Work of
[Daft] *528
Dayton, Ohio; Novel Excursions 274
Covington & Piqua Traction Company.. *390
Indianapolis Through Service 894
& Troy Electric Railway Company, Right
of Way Improvements 235
& Western Traction Company, Limited
Service . . . . ~" ". .7. 889
Delaware Lackawana & Western Railroad,
Electricity on 1058
Denmark, Polyphase Railway, Proposed 216
Denver; Coal Handling and Watt Meters
in 720
Employees' Rule Book 138
Repair Shop Improvements 150
& Southern Railroad Company, Electri-
cal Equipment of 458
Depreciation; Accounting, Discussion at
Vienna 830
Problem of [Knowlton] clOl
Derby, England, Electric Railway *834
Des Moines-St. Joseph, Two Lines proposed
between 356
Despatching Cars, by Telephone, Oregon
Water Power & Railway Company *780
Detroit; Grade Crossing in 142
New Style Auto-Coach (American) *298
Toledo Through Service 892
Detroit, Ypsilanti, Ann Arbor & Jackson
Railway, Improvements 1091
Dill, S. J 934
Dimmock, W. S *<98
Dogs, Charge made for, discussed at Ohio
Association 1009
Draw Bar, New York Subway (Van Dora)... »642
Drilling Machine (American) *1H3
Dubuque, Iowa; Car House and Repair
Shop *871
Steam Turbine Power Station 184
Dunne, E. J 1130
Durban, Natal, Africa, Tramways *1004
INDEX.
v
E
Easton, Pa., New Cars for *849
East St. Louis; Fire in Power Station 170
New Cars *1052
Economizers (Sturtevant) *208
Edge water, N. J., New Cars *1086
Electric Railway Tests, (See St. Louis Ex-
position.)
Electric Storage Battery Company's St.
Louis Exhibit *403
Electrolysis [Sever] 489
Emergency Car. (See Inspection Car.)
Employees; Application Blanks 1080
Associations, Question Box, Utica 412
Seattle *1082
Discipline of; Merit System in Los An-
geles 142
Seattle Electric Company *1082
Duties and Education of [Carlisle]. . t. . . 788
Duties of Car House Force [Carlisle] 1152
Instruction of, Motormen 936
Portland, Ore *1143
Organization of [Vreeland] 550
Pension Systems in Germany [Gorella].. 476
Reading Rooms at Montclair *1040
Rules for 898
Book in Denver 138
■ Report of Committee 747
■ Seattle Electric Company 1080
-Wages; Increase in New Haven 245
New York, Interborough Rapid
Transit Company 459
Watch Inspection Cincinnati, Dayton &
Toledo Company 1077
Engine Lathe, Motor-Driven (American) *299
Engines, Gas; Economy of 895
in Elmira (P. & M. Machinery Com-
pany 239
in Works of Power & Mining Machinery
Company, Cudahy, Wis *1011
■ Ochelhauser *32
' Warren & Jamestown Street Railway 958
Engines, Oil; American Diesel [Meier] *718
Comments on 729
Engine, Steam; (American) *961
Design, Twenty Years' Development in
[Sniffin] 565
Fuel, Economy of [White] *555
Tests (Reeves) 673
Engineering, Training of Students [Scott].. c474
(See also Technical Education.)
Engineers; Collegiate Recognition of 89,245
■ [Gotshall] cl34
Difficulties of the Early [Baker] 536
Erie, Pa., New Cars *1010
Escanaba, Mich., New Cars *441
Europe; Single-Phase Work in [Mailloux]... *948
Evansville; Electric Railway, Rolling Stock
and Track Equipment 205
Semi-Convertible Cars *212
Suburban & Newburg Railway, Electri-
cal Equipment of 839
Everett-Moore Syndicate Deals 1049
Excursion Cars. (See Cars, Excursion.)
Excursions, Fresh-Air, on New York City
Railway 88
Express Business; on Street Railways, [Van
Etten] 455
Method of handling Interurban [Dun-
ford] *446
on New York City Railway, discussed
at Utica 435
Express Car and Snow Plow Combined,
Chautauqua *1114
(See also Cars, Express and Freight, and
Limited Cars.)
F
Fans, Motor-Driven (American Blower) *233
Fare Registers ; ( Recording) *1052
(Security) 1014
Fares; on Interurban Railways, Question
Box, Utica 413
- Lexington & Boston Railway Company,
Hearing 146
Feeder Conduit; Burn-out at St. Louis *19
—New York Subway [Stillwell] *624
Feeders. (See Power Distribution.)
Fenders; Maintenance of 277
Problem of 67
Rear (Willard) 484
Finance; American Railways Company An-
nual Report SoO
Boston Elevated Railway Company An-
nual Report 1057
Boston & Worcester Street Railway An-
nual Report 1056
Brooklyn Rapid Transit Company, An-
nual Report 303
Chicago Northwestern Elevated Annual
Report 807
Chicago Union Traction Company, An-
nual Peport 243
Nine Months' Report 113
Iowa Interuroan Railways Annual Re-
port 114
Massachusetts Electric Companies, An-
nual Report * 1089
Masachusetts Street Railways' Annual
Reports 931
Montreal Street Railway Company, An-
nual Report 931
New York City Railway Company, An-
nual Report 383
Interborough Rapid Transit Com-
pany's Quarterly Report 272, 963
Philadelphia Rapid Transit Company,
Annual Report 677
Railways Company General, Annual
Report 496
St. Louis Transit Company, Ten Months'
Report 930
Finzi Single-Phase Railway; Test in Milan.. 152
Fire Insurance, Mutual Company formed
in Cleveland 329
(See also Car Houses, Fire Test.)
Fireproofing, on Brooklyn Elevated Railway
Cars *252
Material (Keasby & Mattison) *266
Flooring Machine, Double Cylinder (Fay
& Egan) *270
Ford Electric & Manufacturing Company,
Expansion of Work 676
Forge Shop Ventilation 387
Fort Wayne, Ind., Improvements 862
Fort Worth, Tex., New Cars for *851, *960
Franchises; Chicago. (See Chicago Fran-
chises.)
Toledo Railwpys & Light Company's Ex-
tension 871
Franklin Railway Supply Company, Exhibit
at St. Louis *794
Freight Handling; [Serrell] 451
[Van Etten] 455
— — on Interurban Railways [Spring] 582
Methods of, discussed at Ohio Asso-
ciation 1006
Locomotives. (See Locomotives, Elec-
tric, Freight.)
Receipts and Shipping Bills, on Pennsyl-
vania & Mahoning Valley Railway *338
Station, Portland *781
Fuel Supply, Future of 119
Fuses for Lighting Circuits (Siemens) 851
c
Gas Engines, Large Order from San Fran-
cisco 1075, 1127
Gasoline Motor Cars. (See Motor Cars.)
Gears; (Peerless) *668
Solid (Nuttall) *661
■ Providence, R. I *912
General Electric Company, Electric Loco-
motive Bulletin 1058
Generators; Alternators, New York Subway
LStillwell] *620
Direct-Connected, Development [Bell]... 587
(Sturtevant) *1153
Germany; Early Electric Railway Work of
Werner von Siemens *535
Electric Railway Practice during Past
Year 825
Employees Pension Systems in [Gorella] 476
First Public Single-Phase Railway 137
Notes from 215
Steam Locomotive Tests in 221
Glasgow; Corporation Tramways Annual
Report . 140
Double-Deck Car ". . . *835
Goldschmidt, Thermit Company's St. Louis
Exhibit *797
(See also Rail Joints.)
Gould Storage Battery Company, St. Louis
Exhibit *795
Grade Crossings; Detroit, Mich 142
Grades, Steep, at Portland, Ore 1136
Graham, Va., New Cars *335
Grand Rapias; Railway Company Resort
Book 109
Grand Haven & Muskegon Railway,
Dining Car Service on 206
■ Employees' School of Instruction 134
Great Britain; Electric Traction on British
Railways [Dawson] 485, 879
(See also London.)
Great Falls & Old Dominion Electric Rail-
way, Grading 496
Green Bay, Wis., Electric Railways at *1030
Ground Detector, New Three-Phase (West-
inghouse) *441
H
Hadfield's Steel Foundry, Sheffield. Eng-
land 216
Hagerstown, Md., New Cars *796
Hanger used in Lynchburg. Va *240
Harrington, Curtis J . 422
Harrison Safety Boilers at St. Louis 342
Hartford; Armature Banding Lathe *790
New Snow Plow *760
Hartford & Springfield Street Railway, New
Branch, Opening of *320
Headlight, Arc, and Incadescent (Smith) *670
Heaters, Electric; (Consolidated) *663, *914
(Prometheus) *888
Heaters, Hot Water; (Franklin) *662
Heaters, Stove; (Detroit)..... *660
Heating Cars: Hot Water vs. Electric [Gor-
ham] 228
Large Radiating Surface Necessary 813
Motorman's Vestibule, Heating of 1095
Problem of 1132
Heavy Electric Railroading; Electric Trac-
tion on British Railways [Dawson].. 879
Motor Cars. (See Motor Cars.)
New York Central Railroad *858, *900
Comments on 897
Problems of [Boynton] c881
[Luithlen] 293
[Lyford & Smith] *992
■ [Stillwell] 586, 799
[White] 799
Comments on 775
Hedley, Frank *726
High-Speed Tests; of Electric Railway Test
Commission *292
[Norris] 758
Historical; Boston, Early Electric Railway
in [Sergeant] *534
Early Railway Work of Siemens *535
Electric Railway Work in America, Prior
to 1888 *559
[Sprague] *566, 581
■ Horse Car Days [Wyman] 523
Judge at Louisville [Thomas] 1035
Lynn & Boston Railway, First Car of *526
Street Railways during the Last Decade.. *590
Hoist, Electric; used in Duluth (Northern
Engineering Works) " *917
. (Niles) *798
(Thomas) 341
St. Louis Exposition (Yale & Towne).. *79
Holyoke; Thermit Rail Welding in 286
Horse Car Days [Wyman] 523
Huddersfield, Eng., Coal Car at *834
Hummelstown, Pa., New Cars *36
Illinois Tunnel Company's Terminal Site... 169
Incadescent Lamp Socket Ring (Johns-Man-
ville) *887
Indiana: Association Movement 1024
Organization of 1092
Interurban Railways; Assessments re-
duced 273
Power Distribution on *102
Northern Traction Company, System *3f>2
—Right of Way 173, 245
Traction Companies' Earnings 217
Union Traction Company, Standards of
Construction *1061
Indianapolis, Long Trolley Trip from ... .1090. *1119
Indianapolis & Cincinnati Traction Company,
Single-Phase System 932
Indianapolis Traction & Terminal Company's
Terminal Station *S6S
Inspection Car; Cleveland 959
Gasoline, on Springfield, Troy & Piqua
Railway *120
(Railway Appliance Company) *1018
vi
INDEX.
Instruction Car on New York Subway *259
Insulator Pins, (Creaghead) *660
(Porter & Berg) 341
Insulators (Creaghead) *850
International Electrical Congress; Proceed-
ings 485
Comments on 461
■ -Programme 53, 84
International Railway Congress; Exhibition
for 1022
Washington Programme 244
International Tramways & Light Railways
Association Convention; Papers at,
198, 293, 332, 370, 399, 400, 476, 478
■ Proceedings 829
Programme 15 , 201, 356
Standard Form of Report 370
Comments on 360
Interstate Commerce Commission, Annual
Report 141
Interurban Railways; Buffet Cars on 388
as City Builders [Spring] 908
and City Railways, Interchangeable
Ticket System (Ohmer) *137
as Coal Roads 898
Development of [Everett] 548
Freight Handling on [Spring] 582
Indiana-Ohio Trolley Trip 1090, *1149
Relation of Newspapers to 1096
Single vs. Double Tracks 899
• Sprinkling Roadway on 249
Time Tables on, Importance of 308
Traffic Solicitors for 250
Intramural Railway, Chicago Columbian
Exposition [Arnold] 541
St. Louis. (See St. Louis Exposition.)
Iowa Interurban Railways, Annual Report 114
Iowa Street Railways, Laws Governing 809, 862
J
Johns-Manville Exhibit at St. Louis Expo-
sition *483
Joliet, 111., New Cars *1052
Joliet, Plainfield & Aurora Railroad, System
of *1098
Journal Bearings (More-Jones) *796
(See also Lubrication.)
Kalamazoo, Mich., Traction Company Via-
duct near Galesburg *1043
Kansas City; Test of Magnetic Adhesion in *378
Kennebunkport, Maine, Atlantic Shore Rail-
way Line, Six Months' Report 1088
New Cars *670
Knox, George W *357
Lackawanna Tunnel Railroad Company, In-
corporation -809
Lagonda Manufacturing Company's St.
Louis Exhibit 402
Lake Shore Electric Railway Company, Life-
Saving Department 366
Traffic Agreement with Steam Lines. .. .132, 206
Winter Schedule 739
Lamp Guard (Porter- Berg) *209
Lamps, Proper Form of 1029
Lathe; (American) *1113
Car-Wheel, Steel-Tired (Niles-Bement-
Pond) *205
Single-Axle (Niles) *270
Leakage from High-Tension Pole Lines
• [Storer, Rockwell, Danforth] 449
Legal; Abusive Language of Employee to
Passenger 159
Assaults in Street Railway Parks, Lia-
bility for 40
Duty to Look for Approaching Cars 921
Freight Loading in Streets 273
Interurban Railways, Definition in Iowa. 862
Right of Way in Indiana 173
Interurban Roads not an Additional
Servitude 114
■ New York State 933
Patent Decision Trolley Wheel 166
Servants' Capacity to Render Master
Liable 1116
Tax Decision; New York State 274
Transfer Case in Brooklyn 53
Legal Notes 40, 159 , 343 , 921, 1116
Lehigh Valley Traction Company's Reorgan-
ization 302
Levis County Railway Company's Power
Trouble
Lewis, C. C
Lexington & Boston Railway Company,
Hearing
Life-Saving Car, Lake Shore Electric Rail-
way
Light Railways. (See Heavy Electric Rail-
roading and Interurban Railways.)
Lima, Ohio, Power Station [Rae]
Limited Cars as Chartered Cars, in Camden.
Liverpool, Wheels in
Locomotives, Electric; Depreciation and Re-
pairs compared with Steam [Boynton].
Freight (Baldwin)
■ North-Eastern (B. T. H.)
G. E. Bulletin
Huber Contact [Mailloux]
"Judge," at Louisville [Thomas]
New York Central Railroad 858
Comments on
[Hanchett]
Paris, 55-Ton used on Orleans Railway..
Pick-up Device on B. & O. Railroad
Locomotives, Steam; Improvements in Ger-
many
London; Brixton Cable Line, Conversion of
to Electricity
Letter 51, 213, 352, 492, 856
Lnderground Railways, Capitalization...
Car Contract
Long Island Railroad; Electric Equipment
of [Lyford & Smith]
Motor Contract
Soldered Rail Bonds on
Long Island; South Shore Traction Com-
pany, Incorporation
Long Island Traction Company, Hempstead
& Freeport Line to open
Los Angeles; Accident in
Broad-Gaging in
Pacific Electric Railway Company, Plans
of
Merit System in
New Parlor Cars
Plans of
Railway, Car Kinks
Railways to sprinkle Streets
Reconstructed Cars
Transfer Decision 8!
Louisville; the "Judge" Electric Locomo-
tive at [Thomas]
New Cars
Lubricators, Automatic (Standard)
Lubrication; in Cold Weather
Oil for Motors [Pape]
in Providence
M
McDonald, John B., New Interests 1088
McLanegan, S. B 1025
McLimont, A. W 1025
Magnet Wire, Deltabeston (D. & W.) *31
Magnetic Adhesion, Test of in Kansas City. *378
Mail Car, St. Louis *671
Management; Inspection of Other Systems. 865
Problems of, Discussion on. Question
Box, Utica 412
Manchester Corporation Tramways, Annual
Report 140
Mandalay Electric Company, System *682
Manila, Extensions at 1023
Maps; Cleveland, Painesville & Ashtabula
Railway System 91
Dayton, Covington & Piqua Traction
Company 390
Green Bay Traction Company 1030
Indiana Interurban Lines, Power Distri-
bution on 102
Indiana Northern Traction Company's
System 362
Indianapolis 1064
Joliet, Plainfield & Aurora Railroad 1095?
Paris-Orleans Railway Electric Extension 178
Portland, Ore 1135
Port'and, Ore.. Power it Railway Com-
pany 730
Scioto Valley Traction Company's Lines. 970
Sidney, N. S. W 195
St. Louis 503
Massachusetts; Electric Companies, Annual
Report 1089
Franchises, Demands for 13,000- Volt Line. 812
171
1093
146
366
*938
376
375
884
*841
*674
1058
*948
1035
, *900
897
clOO
*177
*151
221
*181
1021
85
966
*992
933
*917
965
932
•920
274
1092
142
1044
1092
*24
115
♦136
!, 384
1035
1014
•28
776
*877
•912
Railroad Commissioners; Fare Decision,
169, 964
Organization and Methods of 1075
Street Railways, Annual Reports of 931
Master Mechanics' Association Convention. 28
Relation to Manager [Beggs] 688
(See also American Railway, Mechanical
and Electrical Association.)
Measuring Instruments, Electrical (Westing-
house) *205
Mechanical Draft Apparatus (American) *915
Melrose, Mass., Accident 497, 772
Memphis, Tenn., New Cars for *916
Metallic Phosphorus (New Era) 887
Mexico City New Cars *155
Mileage, Cars and Capitalization of Street
and Elevated Railways in United States
and Canada in 1903 80
Mileage Coupons, discussed at Ohio Asso-
ciation 1005
(See also Ohio Interurban Association.)
Military Value of Electric Roads-. 58
Milwaukee; Private Car *268
Minneapolis; Blue Printing Room 828
Car House and Shops *287
Double-Deck Cars *838
Electrolysis, Plans to prevent 420
Franchise Suit 868
New Loop abandoned 307
Terminal Facilities, Minnesota State Fair
Grounds *427
Union Depot Loop 388
Mono-Rail Systems [Behr] 719
Monterey Electric Street Railway, Light &
Power Company, Ltd. ; Incorporation
of 246
System of *909
Montgomery, Ala., Van Depoele Road at
[Bentley] 585
Montreal, Can., New Cars *210, *1016
Notes from 475
Street Railway Company, Annual Report. 931
Mutual Benefit Association Report 137
Morse, F. E 144
Motorman's Compartment, Chicago & Mil-
waukee Cars *1019
Motor Cars, Independent; [Dawson] *814
Comments on 811
Discussion at Vienna 832
Types; Detroit (American) *298
■ Gasoline-Electric (G. E.) *789
North-Eastern Railway Company,
England *842
Steam (Ganz) *840
Motor Field Coils, Insulation of (D. & W.).. *1084
Motors, Electric; Alternating-Current, De-
velopment of [Armstrong] 1111
[Steinmetz] 486
(See also Motors, Electric, Single-
Phase.)
for Cranes (Westinghouse) *1155
— -Gear Ratio. Effect of Changing, on Out-
put [Huffman] *785
Gearless, on New York Central Locomo-
tive *900
History of [Dodd] *551
[Griffin] *575
Westinghouse [Lamme] *542
Single-Phase, Discussion at Electrical
Congress 486
Comments on 425 , 461
Discussion at Engineering Congress. 799, 801
Comments on 775
Discussion at Vienna 832
in Europe [Mailloux] *91?
General Electric System *280
Comments on 278, 309. 897. 1097
Status of [Armstrong] 1111
[McAllister] 881
■ [Renshaw] 1045
Tests of Arnold System 235
Westinghouse System *848
[Lamme] 554
(See also Single-Phase Systems.)
Westinghouse No. 101 *105
No. 200 j *30
Multiple-Unit System, G. E. ; Automatic Re-
lay, on Boston Elevated *479
Two-Wire (Cutler-Hammer) *1050
Municipal Tramways Association of Great
Britain ; Annual Convention Pro-
gramme 420
Proceedings 802
Music, Offer of Prize for, by Detroit United
Railway 720
Myers Company, L. E., Changes in 1156
INDEX.
vii
Nantasket, Third-Rail System 463
National Civic Federation, Industrial Eco-
nomics Department, Membership of.... 1092
National Electric Company Developments... 808
Near Side Ordinance, San Francisco 963
Nelson, W. A 934
Newark; Public Service Corporation, Ex-
press and Freight Car *269
Montclair Car House and Repair Shop. *1036
New Cars *35
■ Sprinkler System for Car Houses, Test
of 964, 1059
Newburgh, Strike in 142
New England; Early Electric Railroading in
[Foster] *526
Street Railway Club, Annual Outing 54
Meeting of 843, *1045
New Haven Consolidated Railway; Em-
ployees' Wages increased 245
Organization of 1115
New Orleans; Power Station *182
• Contracts 989
Railways Company, Reorganization of... 1158
New Publications.. 143, 305, 725, 863 , 895, 934, 1025
1058, 1129
Air Brake Tests, Westinghouse 933
JNew York Central Railroad; Central New
York Plans 141, 234, 932
Electrical Equipment of, in the New
York Zone [Wilgus] 584
Electric Locomotive 858, *900
Comments on 897
[Hanchett] clOO
New Terminal Station 1160
New York City; Bridges, Traffic Plans 420
Brooklyn Bridge (see Brooklyn Bridge.)
City Railway Company, Annual Report.. 383
■ Express Business of, Discussed at
Utica 435
Employees' Annual Outing 84
■ Officials' Outing 169, 355
Power Production and Distribution
[Starrett] 445
Power Station, Kingsbridge *4
Comments on 3
Quarterly Report 54, 965
Steel-Wheel Practice on 291
Conduit System, Inception of [Starrett]. *537
Congestion Problems 909
Engineering Building, Selection of Archi-
tects for 115
Foreign Engineers, Reception Pro-
gramme 302
Interborough Company's Elevated Di-
vision, Improvements 1023
Labor Agreement 459
New Cars *1015
Store Entrances 335
■ Strike 171, 382
Report 419
■ Interborough Company's Subway Di-
vision, Block Signal System *648
Cars *634
Electrical Equipment [Stillwell] *619
Flood in 1077
Inspection of, by Pennsylvania Offi-
cials 773
by Rapid Transit Commission 771
Instruction Car *259
Opening of 808, 859
Power Station [Van Vleck] *601
Schedule 1023
Stations, and Engineering Details *464
Traffic 893
during First Twenty-nine Days... 1004
Ventilation 892, 933
Interborough Rapid Transit Company's
Quarterly Report 272. 9ftf
Metropolitan Street Railway Association,
Meeting of 721
and New Jersev Tunnel. (See Tunnels.)
Rapid Transit Commission Meeting 112S
Tcaffic Regulation by Police 410
Union Railway. New Cars *889
Williamsburg Bridge, Cars on 804
Electrical Equipment of *906
New York-Boston Trolley, Completion of 1044
New York, New Haven & Hartford Railroad,
Electrical Equipment, Derby Branch.. 82
Fall River Branch 54
Trolley Interests 172, 354, 497. 1115, 1133
New York-Philadelphia, Through Elec'ric
Service 286
New York & Portchester Railroad, Organi-
zation of Construction Company 1058
New York Railroad & Development Com-
pany, Organization of 1058
New York State; Street Railway Association,
Next Meeting of 1023
- — Utica Convention, President's Address... 430
Proceedings 430
■ Programme 375
Question Box '. 262, 405
New York, Westchester & Boston Railway
Company's Application approved 964
Crossing Application granted 169
Newspapers, Relation of Management to
[Murray] cl33, 1093
Nicaraguan Electric Railway Project 245
Norfolk, Va., Advertising for Traffic in *236
North Adams, Mass., Hoosic Valley Railway
Highway Controversy 142
Xorth-Eastern Railway Company, England,
Gasoline Cars on *842
Northern Ohio Traction & Light Company,
Accident on 1049
Northwestern Railway, England, Electric
Freight Locomotives (B. T. H.) *674
o
Oakland & Marysville Railroad, California,
Incorporation 773
Ohio Interurban Railway Association; An-
nouncement 894
Executive Committee Meeting 244
Interchangeable Coupon Book, Progress
of 217, 3S4, 1005
Meeting 1005
Ohio; Earnings per Capita of Interurban
Properties 1131, 1162
Interurban Railways develop Through
Traffic 263
Western Ohio Fair Circuit 274
Oil Filter (Famous) *759
Oil; as Lubricant, discussed at Utica 433
■ (See also Lubricant.)
and Waste-Saving Machine (O. & W. S.
Company) *798
Oklahoma City, New Cars *761
Organization Chart; Dayton, Covington &
Piqua Traction Company 395
Mechanical Department, United Traction
Company, Albany [Benedict] *454
Ottawa, Offer to City 965
Overhead Construction; Bracket vs. Span
Wire 899
High-Tension Trolley Wires 969
Indianapolis Northern Traction Com-
pany's Standards *1064
Question Box, Utica 407
Overhead Line Insulation, Test of [Pedriali] *400
Pacific Coast; Development of Electric Trac-
tion on [Wilcutt]
First Electric Railway [Osgood]
Pacific Electric Railway, Los Angeles. (See
Los Angeles.)
Painting; Changing Colors
Department in Portland Repair Shops
[Weaver]
Pantaleoni Guido
Paris; Letter 52, 214, 353, 494, 858.
Metropolitan Railway, Recent Develop-
ments on
Paris-Orleans Railway, Extension of Third-
Rail System of
Parks and Pleasure Resorts; Amusements for,
Circle Swing and Air Ship [Traver]
Coasting through Switzerland
Chicago, "White City"
Norumbega Park, Auburndale, Mass
Overlook; Dayton, Covington & Piqua
Traction Company
Plainfield, 111
Portland, Ore ". .
Question Box, Utica
Springfield, Troy & Piqua Railway
-Waste Receptacle, St. Paul
Passenger Stations, New York City Subway..
(See also Waiting Stations.)
Pennsylvania & Mahoning Valley Railway,
Freight Receipts and Shipping Bills on.
Pctaluma, Cal., New Cars
Peru, New Electric System for
539
c884
387
cl33
460
1022
*1146
*176
*482
•380
*672
♦64
*394
•1099
*77S
413
•122
•378
•464
•33S
•687
1025
Petrol Motor Cars. (See Motor Cars.)
Philadelphia; Manganese Frogs, Life of *914
Rapid Transit Company, Annual Report.. 677
New Repair Shop *310
Willow Grove Terminal Improvements... 297
Philippines Electric Railway Project 275
Photographs, Usefulness of in Street Railways 913
Photoscope, St. Louis Exposition *110
Piping, Scioto Valley Traction Company,
Power Station *974
Pittsburg & Allegheny Valley Railway Con-
tract awarded 384
Pittsburg, McKeesport & Connellsville Rail-
way, Book of Suggestions for Car Em-
ployees 825
Pittsburg, McKeesport & Greensburg Railway
Company, Annual Report 170
Planer, Single Furniture (Clement) *791
Poles, made from Old Girder Rails 475
Polyphase Distribution; Indianapolis North-
ern Traction Company *1067
Springfield, Troy & Piqua *127
— (See also Power Distribution.)
Population, Net Earnings per Capita in Ohio,
1131, 1167
Statistics of Interurban Traffic [Beards-
ley] 452
Portland, Me., Repair Shop *16, 85
Portland, Oregon; Consolidation 418
Lewis & Clark Exposition *880
—New Cars *78
System of *H34
Traffic Handling during Bridge Construc-
tion in *426
Water Power & Railway Company, Sys-
tems of *730, *88
Power Consumption; of Long and Short Cars
[Davis] 450
of Air Brakes. (See Brakes, Air.)
Power Distribution; High-Tension Transmis-
sion Lines 59
Indiana Interurban Railways *102
Metropolitan Street Railway, New York
[Starrett] 445
-New York City Subway [Stillwell] *619
Systems of [Pforr] 333
(See also Polyphase Distribution.)
Power & Mining Machinery Company, Power
Plant of *1011
Power Stations; Cleveland, Painesville & Ash-
tabula Railway *93
Construction, Question Box, Utica 405
Designing at Arm's Length c333
Dubuque, Iowa, Steam Turbine Plant.... *184
Evolution of Modern [White] *555
Lima, Ohio [Rae] *938
New York City, Kingsbridge *4
Comments on 3
New York City, Subway [Van Vleck].... *601
Records, Boston Elevated 359
Scioto Valley Traction Company *974
St. Louis Exposition, Sale of 495
and Transmission [Stillwell] 80f
Wire Glass for *1049
Power Transmission. (See Power Distribu-
tion and Transmission Lines.)
Providence; Solid Gears and Motor Lubrica-
tion in *912
Public Service Corporation. (See Newark,
N. J.)
Pumping Engine Economy, Tests on 305
Pumps, St. Louis Exposition (International) *76
Punch; Conductor's (Johnson) *960
(Kraeuter) *1052
Punxsutawney, Pa., Semi-Convertible Cars.. *378
Rail Bonding; Brooklyn Elevated System
[Parke] *1103
and Thermit Joint [Cole] 330
[Brown] c440
Rail Bonds; Soldered 423
Green Bay, Wis *1033
(Lord) *917
-Testing, Autographic Test Car [Herrick], *94fi
Rail Cutting, Electric Motors for 471
Kail-Joints, Wear and Maintenance of [Cole]. 330
Rails; Manganese, Boston, Life of 844
■ Philadelphia *914
Practice in Germany 20
Railways Company General, Annual Report.. 496
Raleigh-Durham Passenger & Power Com-
pany, Project 1091
viii
TNDEX.
Reading, Pa., Parlor Car *239
Registers. (See Fare Registers.)
Refuse, Removal of, in Worcester 861
Repair Shops; Denver 150
Design of [Wright] *703
Comments on 679
Dubuque, Iowa *871
Green Bay, Wis *1034
Minneapolis *287
Montclair *1037
Philadelphia *310
Plainfield, 111 *1100
Portland, Me *16, 85
Portland, Ore *1141
Repair-Shop Practice; Care of the Junk 1096
Centralizing Repairs 2, 813
Columbus, Ohio *60
Economy in 87
Painting Department, Portland [Weaver] cl33
Question Box, Utica 413
Records and Accounts, Report on *700
Records, New System of Brooklyn Ele-
vated *322
Report Blanks used in Repair Shops; Colum-
bus, Ohio *62
Report of Committee *700
Reserve Equipment 146
Richmond, Va., Receivers for Properties. .. .140, 168
Rip-Saw, Automatic Band (Fay & Egan) *29
Rip-Saw Table (American) *914
Rochester & Eastern Railway, Accident on... 356
Contracts of 1128
Speed Competition on *376
Rock Island Railroad, Electric Plans of 243
Russian Westinghouse Company's St. Louis
Exhibit 404
St. Joseph, Albany & Des Moines Railway
Company, Incorporation of 274
St. Louis; Buffet Car *685
Cable Conduit Burn-Out
Central Sub-Station [Hobein]
*19
*509
Electric Railways of *502
484
•890
*268
*671
Employees' Lunch Room
Hose Box for charging Reservoirs
Private Car at *209
Private Mail Car
Street Railways in 1884 and 1904 [McCul-
loch] 580
Traffic Records 157, 429, 770
Transit Company Reorganization 722, 809,893
Reports 112, 419, 720, 930
United Railway Earnings for November.. 1088
St. Louis Car Co., Exhibit at St. Louis *336, *342
in Transportation Parade *300
London Office 1092
Manufacturer of Automobiles 1128
St. Louis Exposition; Awards.. 807, 855, 895, 933, 965
1129, 1139
Electric Railway Test Commission [Mar-
shall] 265
Electric Railway Tests *292, 365, 725, *875
[Norris] *758
Intramural Railway 175
Sale of Power Plant 495
Steel Contest at 357
Street Railway Exhibits at *21, *76,
*78, *79, 110, *237, *336, *342, »402, *403,
*404, *415, *442, *443, *4S3, 763, *794, *795,
*797, *854, *887, *889, *916, *918, *1014, 1129
Terminal Loops 1
St. Paul, New Bridges at Como Park »428
Sacramento, Cal., Portable Trolley-Pole
Planer used in *1115
Sand Blast, Portable Outfit in Brooklyn *1103
Sand Box (Emergency) *156
-Pneumatic (American) *342
(Ohio Brass) *1051
Sanding Machine (Fay & Egan) *687
San Diego, First Electric Cars in 416
San Francisco; Improvements 724
Large Contract for Alternators in 1075. 1127
Near-Side Ordinance 963
Power Contract in 1127
Track Washout in *760
Saw Bench, Universal (American) *339
Sawtelle, E. A 966
Schedules; Losing Time at Car Houses 1029
Schenectady; Bus Service in 422
New Cars *103
Railway, Single-Phase Motor Tests on
(G.E.) *280
Comments on 278
Scioto Valley Railway Company. (See Co-
lumbus, Ohio.)
Scroll Saw (Fay & Egan) *377
Seattle Railway; Methods of handling Large
Crowds *135
— -Operating Features of *1078
Semi-Convertible Cars *404
Security Register Company's St. Louis Ex-
hibit *797
Shaft, Armature Straightening Device 475
Shamokin & Mt. Carmel Electric Railway,
New Cars *1155
Sheboygan, Wis., Combination Passenger,
Freight and Express Car 1010
Shiras, Oliver 498
Sidney, N. S. W., Tramway System *194
Single-Phase Systems; 501
Indianapolis & Cincinnati Plans 932
Alternating Current for Interurban Roads
(Westinghouse) *846
Bloomington, Pontiac & Joliet Railway... 495
vs. Direct Current for Heavy Traction
Service. (See Heavy Electric Railroad-
ing.)
-Early Westinghouse Experiments [Lamme]*542
— Europe, Work in [Mailloux] *948
Finzi System, Test of, in Milan 152
Germany, First in 137
near Philadelphia 275
Recent Contracts 171
; vs. Three-Phase Traction c401
Warren & Jamestown Railway 958
(See also Motors, Single-Phase.)
Sleeping Cars; on Columbus, Newark 6c Zanes-
ville Railway 302
Situation 217
Snow Plow, Hartford Street Railway *760
and Express Car, Chautauqua *1114
Snow Removal 1063
Question Box, Utica 413
Track Planer (Wood) *1154
Special Reports, Value of [Knowlton] 296
Special Work, Manganese in Philadelphia
(Wharton) *914
Speed-Time Curves; Berlin Zossen *80
— Long Island Railroad [Lyford and Smith] *992
N. Y. C. R. R. Tests *282, *904
Sprague, Frank J., Some Personal Experi-
ences of *566
Springfield, 111., New Cars *667, *1085
Springfield, Troy & Piqua Electric Railway
System *120
Sprinkler System, Cleveland Car House *366
Stack, Steel, Dubuque Power Station *189
Star Brass Works, Products of 1160
Statistics; Collection and Use of 251
Mileage Cars and Capitalization in the
United States between 1890 and 1902.... *599
in 1903 80
Ohio, Earnings per Capita on Interurban
Properties 1131, 1162
of Population in Regard to Interurban
Traffic [Beardsley] 452
Steam Engines. (See Engines, Steam.)
Steam Motor Cars. (See Motor Cars.)
Steam Separator, Kingsbridge Power Station. *14
Steam Turbines. (See Turbines, Steam.)
Steel Cars. (See Cars, Non-Combustible.)
Stilwell-Bierce & Smith-Vaile Company's
New Name 420
Storage-Battery Sub-Stations, Chicago,
Northwestern Elevated *229
for Power Stations [Entz] 483
Stranahan, O. A 113)
Street Indicator (Butler) 773
Street Railway Journal, Twentieth Anniver-
sary 499
Strike; Newburgh, N. Y 142
New York Subway 171, 3«2
Stubaithalbahn, Single-Phase Motors [Mail-
loux] *918
Sub-stations; Montclair *104l
New York Subway [Stillwell] *626
St. Louis, New Central [Hobein] *509
Summer Traffic, Light Roads for 147
Surface Contact System, Wolverhampton
[Shawfield] 71
Switch-boards; Cab, on Reconstructed Cars
of Brooklyn Elevated Railway.;........ *254
Concrete Bus-Bar, Compartments for.. 249, 334
Development of Railway [Harrington].... *546
Kingsbridge Power Station *12
New York Subway [Stillwell] -. *622
St. Louis Exposition (D. & W.) »78
Switches; Derailing at Portland, Ore *H3E
Losing Time in 171
Sydney, Australia, Railway Guide Book and
Passenger Regulations 481
Syracuse, Niagara Power in 859
T
Tacoma, Wash., Electric Improvements 498
Taunton, Bristol County Street Railway, and
Middleboro, Wareham & Buzzards Bay
Companies, Reorganization 272
Technical Education for Railway Men 250, 279
[Norris] 397
[Scott] c474
Technical Newspapers, Value of 865
Telephone Circuits, Interference in Railway
Circuits, Discussion at Vienna 829
Telephones, Despatching Cars by 308
Terminal Loops, Minnesota State Fair
Grounds *427
St. Louis Exposition 1
Terminal Station; Indianapolis Traction &
Terminal Company *868
Norumbega Park *68
Piqua, Ohio *391
Willow Grove, Philadelphia, Improve-
ments 297
Terminals, in Electric Transportation
[Knowlton] 26
Testing; Abuse of 1027
Bonds and Motors [Herrick] *946
Circuit Breakers [Parham] *1150
Instrument for Motor Fields (Dubois-
West) *240
Texarkana, Tex., Roofless Car *107
Third-Rail; Construction, New York Subway
[Stillwell] *632
Paris-Orleans Railway, Etension of.. *176
Scioto Valley Traction Company *972
Current required for Heating 366
Inverted, Brooklyn Bridge *148
Shoe, Brooklyn Elevated Railway Cars... *257
System, Status of 463
[Boynton] c686
■ Work Car used on Puget Sound Electric
Railway *885
Three- Wire System; Bohemia, 1400- Volt
D. C *1042
Discussed at Vienna 832
Ticket-Dating Machine (Price) *39
Tickets, Interurban and City System
(Ohmer) *137
Tie, Ferro-Concrete *1054
Time-Limit Relay, Inverse (Westinghouse).. *156 .
Time Tables on Interurban Railways, Im-
portance of 308
Titusville, Pa., Electric Traction Company's
Extensions 304
Toledo, Bowling Green & Southern Traction
Company; Change of Management 112
Lease of 246
Toledo; Franchise Renewals 808, 930
Port Clinton & Lakeside Railway, Open-
ing of 242
Railway & Light Company, Franchise
Extension 871
Transit & Light Company, Incorporation
of 885
Torreon, Mexico, New Cars *380, *888
Touring Carat Cleveland *1046
Townley, Calvert 1091
Track Association, the Proposed 204
Track Construction; on Concrete, Welling-
ton, N. Z *990
Discussed at N. E. S. R. Club 843
Green Bay, Wis *1032
Indianapolis Northern Traction Company *1061
— .-Motors on [Connett] 953
Portland, Ore 731. 1138
Question Box, Utica 405
Twenty Years' Development [Reed] *577
Track Drill (Ludlow) *36
Track Inspection, discussed at N. E. S. R.
Club 845
Track Scraper (Wood) *1154
Track Switch, Anti-Straddling Device for
(N. Y. S. & Co.) *673
Trackless Trolley; Advantages and Disad-
vantages 866
[Macfarren] cl048
Charter refused in Pennsylvania 168
Traffic; Advertising. (See Advertising.)
Congestion Point in Car Headway 463
INDEX.
ix
Development of, Question Box, Utica.... 414
End-Seat Question 88
Frequent Stops vs. Fast Schedule [Gor-
ham] c297
and Methods of Development, Analysis
of [Brooks] 153
Regulation by Police in New York 419
Solicitors for Interurban Roads 250
Statistics, Chicago Elevated Railroads... 892
Trail Cars, Desirability of, in City Electric
Railway Service [Pavie] 399
Use of, Discussion at Vienna 830
Train Resistance 937
[Davis] *1000
Comments on 918
[Lyford & Smith] *992
Train Stop, Automatic, New York Subway.. *654
Transfer Tables, Arrangement of, in New
Repair Shop, Philadelphia *313
Transfers; Abuse of 174, 913
Decision in Brooklyn Case 53, 83
in Los Angeles 82, 384
Effect of on Earnings 967
in Europe, Discussion at Vienna 830
— —Frauds on Boston & Northern Street
Railway 354
Report of International Committee on... 198
Uses and Abuses of [Jewell] 702
—Vienna *298
Transmission Line Construction, Question
Box, Utica 408
Report on High-Voltage Lines [Storer,
Rockwell & Danforth] 449
Trenton & New Brunswick Railroad, News-
paper Men's Outing 79
Trenton, New Hope & Lambertville Railway,
Work on 861
Trestles; Construction, Indianapolis North-
ern Traction Company *1067
Michigan Traction Company 1043
Trolley Base (Dixon) *34
(Harper-Phillips) *29
Trolley Bow for Westinghouse Single-Phase
Road *848
Trolley Catcher (Earll) *669
(International) *1020
(Shanahan) »29
Trolley-Contact Device (Huber) [Mailloux]. *948
Trolley Controller. (See Trolley Catcher.)
Trolley-Escape Alarm (Kremnitz) *28
Trolley-Pole Planer used in Sacramento *1115
Trolley Retriever. (See Trolley Catcher.)
Trolley Wheel, Patent Decision 166
(R. F. R. Co.) *671
Self-Lubricating (Smith) *1015
Trolley Wire; Maintenance [Pedriali] *833
Discussion on 400
Splice (C. U. B. Co.) *661
Voltage of '. 500
Trucks; (American Locomotive) *792
with Anti-Friction Side-Bearings [Lin-
denthal] 396
Brill 27-E *664
Brooklyn Elevated Railway Cars *226
Curtis, on Boston Elevated 235
New~York Subway [Baldwin] *643
Six-Wheeled [Williams] c334
St. Louis 47-A *107
No. 50 '78
Spring for (Union) *667
"Standard" Forged Steel *110
Tunnels; East Boston, Opening of 1152
Long Island City to New York 894
New Jersey, Rights in New York 1128, 1159
New York City Subway, Steel Construc-
tion in *471
Turbines, Steam; Baltimore (Westinghouse) 109J
[Bibbins and Rice] ",07, *7j8
Comments on 729
Discussion on 749
Condensers for [Rockwood] 1047
at Dubuque *184
■ Fuel Economy of [White] *555
(Hamilton-Holzwarth) *665
Record Run of Westinghouse, World's
Fair 1129
Test of 500-kw Curtis, at Cork 989
■ Zoelley (Escher-Wyss) *38
Turn-Outs, at Foot of Hill, Undesirable 813
u
Underwriters' Rules, Car Wiring and Equip-
ment 98
Comments on 87
Urbana, Bellefontaine & Northern Railway,
Sink Hole filled 212
Utica & Mohawk Valley Railway, Method of
handling Express Matter [Dunford] *446
V
Valparaiso Railways 948
Valtelina Railway, Test of Finzi System on.. 152
Three-Phase Equipment accepted 342
Ventilation of Cars 1061
Viaduct, Grand River, Cleveland, Painesville
& Ashtabula Railway *92
Vienna; Anniversary of First Mountain Rail-
way 15
Convention of International Association. 829
Fare Receipts used in.. »298
Vincennes, New Cars *795
w
Waiting Stations; Joliet, Plainfield & Aurora
Railroad *1100
West Milton, Ohio »392
Wakefield & District Light Railways Com-
pany, England *98S
Warner, Charles E *172
Warren & Jamestown Street Railway, Elec-
tric Traction, from Gas Power on 958
Washington, D. C. ; Exhibition of Railway
Supplies in 1022
New Cars *299, *854
Water Gage (Bonner) *672
Wattmeters, on Cars; Discussion at Vienna.. 831
in Europe [Klitzing] 332
New Standard for Checking (Westing-
house) *335
Weed-Cutting Brush (Smith) 484
Wellington, N. Z., Tramways *99U
Welsh, John Lowber 306
West Shore Railroad, Electrical Equipment
of. (See New York Central Plans.)
Westinghouse Electric & Manufacturing
Company, Annual Meeting of Agents... 1024
Westinghouse Company; Bureau of Stand-
ards 247
Pioneer Electric Railway Work of
[Lamme] *542
Westinghouse Traction Brake Company, Ex-
hibit at St. Louis *918
Wheels; Practice in Germany *20
in Norwich, England [Banister] 1003
Question Box, Utica 414
Records, Buffalo [Millar] 702
in Liverpool 375
Steel-Tired, Life of in Boston 404
on New York City Railway Com-
pany's Lines 291
[Taylor] 686
Types, and Maintenance of [Millar] *702
Comments on 679
(See also Axles.)
Wheeling, Consolidation in 382
White, E. M., Appointment as' Secretary of
Accountants' Association 1159
Whiteside, Walter H *55
Widener-Elkins Syndicate, New Purchase in
Ohio 1159
Wilkesbarre & Hazleton Railway [Stillwell]. 489
Willets, John C 422
Wilson, A. J *144, 308
Wire, Fireproof Insulated (Teter-Heany) *238
Wire-Glass for Car Houses and Power Sta-
tions *1049
Wiring; Car. (See Car Wiring.)
Sub-station 118
Wolverhampton, Surface-Contact System in
[Shawfield] 71
Wood, Charles N., Company, Organization
of 1059
Wood-Working. Tools for Repair Shop 482
Worcester, Garbage Collection in 861
and Providence Railway, Plans of 1024
Storing Coal in »295
Y
York, Pa., New Cars *157
Young. John, Removal to London 1021
Zanzibar, Interurban Freight Railway for... 305
X
INDEX.
AUTHORS' INDEX FOR VOLUME XXIV.
Aldworth, John. — Inspection and Mainten-
ance of Electrical Equipment 803
Armstrong, A. H. — The Development of the
Alternating-Current Railway Motor 1111
Arnold, Bion J. — The Columbian Interna-
tional Railway 541
Baker, W. E.— The Difficulties which con-
fronted the Early Engineers 63G
Banister, A. N. — Car Wheels 1003
Beardsley, H. M. — Statistics of Population
as related to Operation of Interurban
Roads 452.
Behr, F. B.— The Mono-Rail 719
Bell, Louis. — The Development of Direct-
Connected Generators 587
Benedict, H. A. — Maintenance of Electric
Cars and Their Equipment *454
Bentley, E. M. — The Van Depoele Road at
Montgomery 585
BiDbins, J. R.— Steam Turbine Power Plants.
Notes on their Equipment and Opera-
tion *708
Boynton, Edward C. — Air Brakes in City
Service 370
Body Framing of Modern Interurban
Cars *232
Electric Trains on Steam Roads c884
General Design and Finish of the
Modern Interurban Car 472
Insulation of a Third Rail c686
Brill, John A. — Twenty Years of Car Build-
ing *562
Brockway, W. B. — Some Qualifications of
the Railway Accountant 197
The Accounting Department is not a
Revenue Producing Department 25
Brooks, Henry W. Jr. — Analysis of 'traffic
and Methods of Development 153
Brown, Harold P. — Bonding on 95-pound
Rail c440
Carlisle, E. B.— The Duties of the Car
Force 788, 1152
Cole, Wm. H— Rails and Joints 330
Connett, A. N. — Notes on Track Construc-
tion 953
Daft, Leo.— Early Work of Daft Electric
Company *528
Danforth, R. E. — Report on High Voltage
Transmission 449
Davis, W. J., Jr. — Relative Economy in the
Operation of Short and Long Cars 450
Train Resistance *1000
Dawson, Philip. — Electric 'traction on British
Railways 485, 879
The Use of Independent Motor Cars on
Railways *814
Dodd, S. T. — Development of Railway Motor
Design *551
Duffy, C. N. — The Continental Standard
Form of Operating Report c440
The Development of Street Railway Ac-
counting during the Past Twenty Years 549
Dunford, George. — A Method of Handling
Interurban Express Matter *446
Emerson, H. D.— The Staff Block Signal
System 1112
Entz, J. B.— Storage Batteries 485
Everett, Henry A. — The Development of the
Interurban Electric Railway 548
Foster, E. C. — Early Electric Railroading in
New England *526
Jorella, H. — Pension Systems for Workmen
of Germany, with Special Reference to
Railway Employees 476
Gorm\rci> R. P. — Frequent Stops vs. Fast
chedule c297
HotNWater vs. Electric Heaters 228
Gotshall,\W. C. — Collegiate Recognition of
the Engineer cl34
Griffin, Brig. -Gen. Eugene. — The Beginning
of the Electric Railway Motor 575
Gunn, R. T.— Street Railway Advertising... *236
Hanchett, George T. — The New York Cen-
tral Electric Locomotive clOO
Harrington, W. E. — The Development of the
Railway Switchboard *546
Herrick, Albert D. — The Autographic Test
Car *946
Hobein, Chas. A. — The New Central Sub-
Station of the bt. Louis Transit Co *509
Huffman, J. C. — The Effect of Changing the
Gear Ratio on a Series Railway Motor
Equipment *785
Jewell, Leon. — Transfers — Their Uses and
Abuses 702
Klitzing, W. — Saving of Electrical Energy in
Street Railway Service 332
ivnowlton, H. S. — terminals in Electric
Transportation 26
The Depreciation Problem clOl
The Value of Special Reports 296
Lamme, B. G. — Pioneer Electric Railway
Work of the Westinghouse Company.. *542
Lindenthal, Gustav. — Flange Wear and Side-
Bearing Trucks 396
Lindall, John. — Maintenance and Inspection
of Electrical Equipment *705
Littell, Hardin H. — The Founding of the
Street Railway Association 517
Lowry, Thomas. — The Early Meetings of the
American Street Railway Association.. 518
Luithlen, H. — The Application of Electric
Traction to Light Railways 293
Lyford, O. S. Jr., and W. N. Smith.— Prob-
lems of Heavy Jilectric Traction *992
McAllister, A. S. — Single-Phase Railway
Motors : 881
McCulloch, Robert.— St. Louis Street Rail-
ways in 1884 and 1904 580
Macfarren, S. J.— Automobile Busses cl048
Mailloux, C. O. — Single-Phase Electric Rail-
way Work in Europe *948
Marburg, L. C. — Car Signs in Berlin cl34
Marshall, Cloyd. — The Electric Railway Test
Commission 265
Meier, E. D. — The American Diesel Engine *718
Millar, J.— Wheel Matters *702
Murray, G. M.— The Advantage of Publicity cl33
Norris, H. H. — The Relation of the Techni-
cal School to the Business and Pro-
fession of Electric Railways 397
The Work of the Electric Railway Test
Commission *758
Osgood, F. H. — First Electric Railway on
Pacific Coast c884
Pavie, M. G. — The Desirability of Trail Cars
in City Electric Railway Service 399
Pape, W. H. — Lubrication of Street Railway
Motors *877
Parham, E. C. — Checking the Adjustment of
Car Circuit Breakers *1150
Parke, R. A.— Braking High-Speed Trains.. 491
Parke, F. H. — The Bonding of the Brooklyn
Elevated Railway System *1103
Pedriali, M. G. — Tests of Overhead Line
Insulation and Maintenance of the Trol-
ley Wire *400
Penington, T. C— Sketch of the Work of
the American Street Railway Associa-
tion *518
Pforr, Ph. — System of Current Distribution
for Urban and Interurban Railways 333
Price, W. G. — One Cause of the Burning-Out
of Motors 268
Rae, Frank B. — An Economical Power Plant
at Lima, Ohio *938
Energy Required in Watt-Hours when
Braking with Air 836
Reed, W. Boardman. — The Development of
Street Railway Track Construction dur-
ing the Past twenty Years *577
Kice, Richard H.— Steam Turbines *707
Rockwell, H. O. — Report on High-Voltage
Transmission Lines 449
Rockwood, George 1. — Condensers for Steam
Turbines 1047
Scott, E. Kilburn. — Single-Phase vs. Three-
Phase Traction c401
Training of Non-commissioned Officers
of Engineering c474
Sergeant, Chas. S. — Early Experiments in
Boston *534
Serrell, L. W. — The Question of Freight 451
Sever, G. F. — Electrolysis 489
Shawfield, C. E. C. — Commercial Practici-
bility of Electric Traction by Surface
Contacts 71
Smith, W. N. and O. S. Lyford.— Problems
of Heavy Electric Traction *992
Sniffin, E. H.— Twenty Years Development
in Steam Engine Practice 565
Sprague, Frank J. — Some Personal Experi-
ences *566
Very Early Work in the Development
of Electric Railways 581
Spring, Edw. C. — The Freight Proposition
as Viewed from a Practical Standpoint 582
Traction Lines as City Builders 908
Starrett, M. G. — Power Production and Dis-
tribution on the Metropolitan Street
Railway System 445
The Inception of the Conduit System in
New York City *537
Steinmetz, C. P. — Alternating Current
Motors 486
Stillwell, L. B. — Electrical Power, Generat-
ing Stations and Transmission 800
The Electric Generating Equipment and
Power Distribution System of the New
York Rapid Transit Subway *619
Electric Traction under Steam-Road
Conditions 586
Wilkesbarre & Hazleton Railway 489
Storer, S. B. — Report on High Voltage
Transmission Lines 449
Struble, J. B. — Block Signaling of Electric
Railways with Track Circuit Control.. 453
Taylor, Edward — The Efficiency of Power
Braking in Street Railway Service,
with Tests of Power Consumption of
the Air Brakes *1107
■ Operation of a Four-Motor Equipment
with a Two-Motor Controller *876
Taylor, Knox. — Steel-Tired Wheels and Elec-
tric Railroads 686
Thomas, Geo. E. — The "Judge" at Louis-
ville 1035
Van Etten, C. R. — Freight and Express Busi-
ness on Street Railways 455
Van Vleck, John. — The Steam Generating
and Engine Equipment of the New
\ ork Subway Power Plant *601
Vreeland, H. H. — The New Craftsman 550
Weaver, John C. — The Painting Department
in the Portland Shops cl33
White, J. G.— The Evolution of the Modern
Power Station 5o5
The Substitution of Electricity for Steam
as a Motive Jrower 799
Wilcutt, George B. — The Development of
Electric Traction on the Pacific Coast. 539
Wilgus, Wm. J. — Electrification of the New
York Central & Hudson River Rail-
road in the New York Zone 584
Williams, R. P.— Six-Wheeled Trucks c334
Wright, W. D— The Ideal Shop 703
Wyman, C. Densmore. — In Horse Car Days 525
Street Railway Journal
NEW YORK, SATURDAY, JULY 2, 1904 No. 1
Vol. XXIV.
Published Every Saturday by the
McGRAW PUBLISHING COMPANY
Main Office:
NEW YORK, Engineering Building, 114 Liberty Street.
Branch Offices:
Chicago. Monadnock Block.
Philadelphia: 929 Chestnut Street.
Cleveland: Cuyahoga Building.
London: Hastings House, Norfolk Street, Strand.
Cable Address, "Stryjourn, New York." — Lieber's Code used.
ST. LOUIS HEADQUARTERS:
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TERMS OF SUBSCRIPTION
In the United States, Hawaii, Puerto Rico, Philippines, Cuba, Canada
and Mexico.
Street Railway Journal (52 issues) $3.00 per annum
Combination Rate, with Electric Railway Directory and
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Both of the above, in connection with American Street Railway
Investments (The "Red Book" — Published annually in May;
regular price, $5.00 per copy) $6.50 per annum
Single copies, Street Railway Journal, first issue of each month, 20 cents;
other issues, 10 cents.
To All Countries Other Than Those Mentioned Above:
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Single copies, first issue of each month, 40 cents; other issues, 15 cents.
Subscriptions payable in advance, by check or money order. Remittances
for foreign subscriptions may be made through our European office.
Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Useful Criticisms
Every street railway manager knows by experience what
criticism is, and too frequently it comes in the shape of un-
reasonable "kicks" from passengers and others. The wise man-
ager, however, is constantly on the alert for suggestions and
criticisms from those not in any way connected with or in-
formed as to the street railway business, because such outside
criticism comes purely from the standpoint of the passenger
rather than from the standpoint of a street railway man.
Being more or less identified with the business the latter does
not look at things through the same glasses as the average pas-
senger. In fact, it is often difficult for the management to
determine just how certain things appear to passengers until
they can obtain some such criticism from those not connected
with the business. This applies to thousands of details. Both
the management and employees a>^e likely to get lax as regards
the calling of streets, for example. The conductor, in passing
over a route many times a day, becomes so accustomed to it
that it is almost impossible for him to realize that all of his
passengers are not equally familiar with it. The fact that nine-
tenths of his passengers may be nearly as well acquainted with
the route as the conductor himself further tends to laxity as
regards the calling of streets. This is only one example out of
hundreds that might be mentioned, and it is the wise manager
who is constantly sounding public sentiment as regards the
operation of the road. While nine-tenths of the suggestions
received from passengers may not be practicable, the remaining
tenth may call attention to some possible improvement in ser-
vice that had not received attention, simply because it was so
commonplace. A case of this kind recently came to our notice
where the management had been living with and studying a
certain problem for some time, but the casual suggestion of an
outsider threw a light on the situation, from the average stand-
point, that the close study of those connected with the under-
taking had not revealed.
Terminal Loops
Recent issues of the Street Railway Journal have given
considerable space to terminal loops for handling large crowds,
including the World's Fair terminals of the St. Louis street
railway companies and the Coney Island terminals of the
Brooklyn lines. Wherever large crowds are to be be handled
from one terminal loop at a pleasure resort, there is sure to
come up the problem of preventing accidents to crowds of pas-
sengers who may be attempting to board incoming cars before
they are stopped. The only way is to limit the crowd admitted
to the cars. It is a notorious fact that large crowds are abso-
lutely without sense or reason in many of their actions, and
wherever there is a large crowd waiting for a car there is
pretty sure to be an unreasoning rush to board it as soon as it
nears a terminal, no matter how many cars there may be close
at hand. The avoidance of such a panic-stricken and mob-like
crush is sufficient inducement to many people to stay away from
pleasure resorts where such a crush is likely to occur. At the
World's Fair terminals in St. Louis only one terminal has been
fenced about and equipped with turnstiles to limit the entrance
of passengers and avoid too great a crowd near the terminal
loop. As mentioned before, the management left the matter of
final equipment of terminals somewhat open, awaiting develop-
ments and getting experience with the crowds, which gradually
increase as the season advances. Arrangements are such that
all loops can be enclosed if necessary, although, in one case,
there is a loop where the enclosure of the loop might very likely
be inadequate, because of the fact that the cars enter it directly
from a much-frequented street. It is safe to say that by the
time that the World's Fair crowds become great enough to
necessitate unusual precautions at the terminals, the company,
with the experience it is now gaining with like crowds, will
have perfected the best possible system for each of the numer-
ous terminals. As far as the street railway companies arc
2
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
concerned, the World's Fair crowds are being handled with
clock-work regularity that is gratifying to all concerned, and
is receiving commendation from all sides.
Car Signs
There was a time, about ten years ago, when there was a
great awakening among electric railway managers as to the
importance of destination signs on electric cars, and especially
as to the desirability of illumined signs at night. The result is
that very few street railways are now operated without having
cars equipped with illuminated signs, which are an immense
improvement over the colored lights or the simple painted signs
of horse-car days. Nevertheless, it has been our observation,
in visiting many different cities, that there is still room for de-
cided improvement as regards destination signs. In some cases
signs are fairly effective at night, but are extremely difficult to
read in day time, and in other cases the reverse is true.
Frequently an illuminated sign, which is very easily read by
day and night when new, gets so filled with dust and dirt and in
such a dilapidated condition that it is almost impossible to read
it by day. An illuminated sign having a glass front, if not
kept in good condition, sometimes becomes difficult to read,
simply because the sheets of steel, celluloid, or what not, that
contain the lettering may have slipped back from the glass
front, with the result that there is a great deal of annoying
reflection which makes it difficult to read the sign. To this
difficulty is added that of dirt working in between the glass
front and the lettering. This is simply a question of sign main-
tenance, and if there was as much attention given to the signs
as to the rest of the car, there would be no trouble. Another
mistake sometimes made in car signs is the selection of thick,
heavy letters, which cannot be read at a distance, because, to
the observer, one part of the letter appears to run into another
part. This is a mistake which is also frequently made in electric
signs of all kinds. In designing sign lettering for an illuminated
sign, very clean-cut letters, with plenty of space around each
part of the letter, can be most easily read at a distance, be-
cause there is no chance for letters to appear blurred and run
together. Where very heavy faced letters are used, with little
space between letters, no amount of light can make an illumi-
nated sign easy to read at a distance. In fact, the more such a
sign is lighted, the worse the blurring effect becomes. Taken
altogether, the selection of a destination sign to go on the cars of
a system should receive no little study before a sign is selected,
and there is nothing like the actual trial of a sign on the street
by night and day to determine just what gives the best results.
There are a number of schemes for illuminated signs in use,
all of which are good if the character of the lettering is right,
but it should not be forgotten that, to make an illuminated sign
which can be read at night at a distance sufficient to avoid the
unnecessary stoppage of street railway cars by prospective pas-
sengers, is not so easy that it can be neglected. It goes without
saying that there is sure to be much loss of time if cars with
different destinations are operated over the same street without
very clear destination signs, because passengers, if they can-
not read the signs, will stop every car that comes along until
they get the right car. One "horrible example" of this is to be
found to-day on a line of very heavy traffic in a large city.
Cars over this line are operated at high speed to different ter-
minals, and are equipped with illuminated signs, but the illumi-
nated signs do not indicate the route of the car. It is only
shown by small letters on a dash-board sign, which can be read
but a short distance. Even the dash-board signs are all alike in
general appearance, so that the passengers cannot tell until he
can actually read the small lettering on the dash-board sign
whether the car approaching him is the one he wishes
or not.
The Street Railway Repair-Shop Problem
One of the most important problems confronting the street
railway manager at the present time is the provision of ade-
quate and efficient repair-shop facilities for the proper repair
of their cars and electrical equipment. Too little attention has
been given to this important subject by most of the roads in
this country, due no doubt to the rapid and remarkable devel-
opment of the street railway situation from horse-car condi-
tions to that of electric traction, but with the heavy traffic
conditions that are developing upon the street and interurban
railway systems in all parts of the country, it is found that
the repair shop demands far greater consideration than has
usually been given it, for proper operation and maintenance
of schedules.
Even upon systems where the repair shop has been more or
less carefully developed, the strenuous conditions imposed by
the past severe winter have developed the fact that at almost no
place has ample provision been made for properly taking
care of the running repairs under such emergency conditions.
During the past winter, most of our roads were seriously ham-
pered by lack of equipment, which was laid up in the shops
awaiting repair work which could not be given them. It is,
indeed, appalling to learn of the extent to which this condition
of affairs interfered with the successful operation last winter of
street railway lines, in the Northern States, at least. This is
a state of affairs that requires the careful consideration of
managers, inasmuch as efficient operating conditions depend
upon the keeping of cars in condition for service, and anything
which facilitates repair work and thus promotes the betterment
of condition of the rolling stock, is necessarily of great advan-
tage to the company.
While it is evident that the older practice of placing repair
shops in any old building almost which will serve the purpose,
and even in dimly-lighted basements or other undesirable and
unhandy locations, has been practically done away with, still
it is the opinion that a sufficiently definite tendency toward the
installation ot new and complete shop equipments and pro-
visions for careful and efficient work at shop plants, are not to
be found among the majority of our electric railway com-
panies. For this reason, the description of the new repair shop
installation at Portland, Me., which appears elsewhere in this
issue, will be found of unusual interest. The history of the
Portland Railroad Company is similar to that of most other
street railway systems which have developed gradually from
horse-car conditions to those of heavy electric traction, but
the reluctance to attack this problem that has been evinced
elsewhere is not to be found here. This company early ob-
served the possibilities of a complete and efficient repair shop,
and the new shop system which it is now installing gives
evidence of a remarkable appreciation of these possibilities
and a desire to attain the fullest benefits to be derived.
The careful attention that has been devoted to the arranging
of the different departments for making easy the handling of
material from the repair departments to the erecting shop,
and also of the general arrangement of the paint shop, is re-
markable and admirable, many of the ideas involved being char-
acteristic of the best manufacturing shop conditions. Appar-
ently as much study has been devoted to the shortening of all
distances of handling repair parts as to that of proportioning
the different areas of the different departments, and the latter
July 2, 1904.]
STREET RAILWAY JOURNAL.
3
feature of this shop installation apparently cannot be excelled.
In this connection a wise provision is to be noted in the devo-
tion of a very large relative space to the blacksmith shop ; with
the greatly increased size of equipments and necessity of
greater truck repairs, this growing importance of the black-
smith shop has been inevitable.
Another important feature of this shop installation is the
brass foundry. In probably no line of work is there a greater
use of small brass castings and parts than in electric railway
repair work. On account of the number and variety of special
fittings that are required, it is frequently very difficult to obtain
castings from local brass foundries with sufficient despatch,
and in this feature alone the saving due to the possibility of
such emergency work here will frequently be found to pay for
the entire installation. The use of the brass foundry also per-
mits a great many standard repair parts to be cast for machin-
ing and placing in the stock room, ready for use whenever re-
quired; this will also be found a very valuable and economical
procedure, as it will enable the provision in advance of many
parts that might otherwise give trouble in purchasing under
emergency conditions. It is not inferred by this that it will be
found advisable to go into a general manufacturing business for
the protection of all brass parts that are used in the repair work,
but rather that the possibility of casting such parts as are not
easily obtained upon the open market is one of great value to
a company. Of course, for the general run of supplies, includ-
ing a large range of standard brass castings and other parts,
it will be found much cheaper to purchase the same upon the
open market from the well-known manufacturers, but the real
value of the brass foundry will be in the manufacture of such
parts as are not available in the open market and special parts
required in emergencies.
The Kingsbridge Power Plant
The engineering features of the new Kingsbridge power
plant of the New York City Railway Company are of particular
interest to all students of the recent large power plant devel-
opment in this country and abroad. It is a notable fact that
while power station design in this country has followed pretty
closely certain general lines, so far as engine and boiler prac-
tice is concerned, there have been radical variations in details
of auxiliary equipments. In this particular the Kingsbridge
station is most interesting and establishes a precedent which
can be studied to advantage.
This station was designed some six years ago and con-
struction upon it was begun, but the financial vicissitudes of
the Third Avenue Railroad Company, by which this plant was
to be installed, caused a suspension of operations until recently,
and it is only now being completed by the successor, the New
York City -Railway Company. It is a remarkable fact, how-
ever, that the original design of details and arrangement, that
was prepared six or eight years ago, before the majority of the
other large plants in this country were even planned, has been
used in its construction with almost no changes — during the
interval of suspension of work, moreover, while some of the
other plants in New York City were being completed and placed
in operation, the results of the various innovations that had
been introduced in arrangement and design of auxiliaries were
not sufficiently satisfactory to justify any material changes in
the originally-designed Kingsbridge plans. This is a feature in-
deed remarkable, when the number of large plants that have
been built in the past few years are considered, as well as the
many radical departures from usual designs, and reflects un-
usual credit upon the original design.
The location of the Kingsbridge plant is perhaps one of the
happiest results of the far-sightedness of the original Third
Avenue Company's engineers. It was their opinion that the
inevitable growth of the city would be in that direction, and
that at some future time such a location would be central.
This is exactly what the tendency has been, and furthermore
the developments that have resulted in the present operating
company have brought the center of power distribution very
close to this point; this is due to the large amount of power
delivered to the lines in the Borough of the Bronx. The
location had the unusual advantages of proximity to the Har-
lem River for ease in receiving coal by boat, as well as an
abundant supply of condensing water, combined with moderate
real estate first cost.
The Kingsbridge plant embraces the multiple-unit idea of
power plant design, which is so noticeable in later designs,
and which has been universally found so satisfactory; yet few
plants have taken advantage of this principle to this degree of
completeness. The entire engine and boiler equipment is di-
vided into four separate and distinct power plants, which may
be independently operated as though separated by greater dis-
tance, and yet inter-connections are provided with great care,
so that the various parts may relay each other as found
desirable. The longitudinal and transverse aisles thus pro-
vided, also, are of great convenience to the operating en-
gineers, as well as to the handling of parts in case of
repairs.
One of the most important features of the auxiliary steam
equipment is the use of steam-driven auxiliaries to the entire
exclusion of the electrically-driven auxiliary idea. While the
electrically-driven idea has many advantages in direction of
economy, there are unfortunate features of lack of sufficient
reliability, as the opening of a circuit-breaker, or other inter-
ruption, in the motor circuit, which are liable to place all ap-
paratus dependent upon that particular auxiliary out of com-
mission. The great advantage of the steam-driven auxiliary,
over and above that of its greater reliability of operation, lies in
the possibility of using all the exhaust steam from such steam-
driven auxiliaries for the heating of feed water ; in this way all
such exhaust may be condensed and its entire heat of evapora-
tion saved by turning into the feed-water. In this way, it does
not matter as to how uneconomical the steam auxiliary engines
are, as all their exhaust is saved at any rate. It is an easy mat-
ter to thus save the exhaust from all the ordinary auxiliary en-
gines of a plant as the amount of steam required for this pur-
pose does not usually exceed 10 per cent of that used by the
engines, and the feed-water heaters can easily take care of that
quantity in heating boiler feed-water.
The abandonment of the individual small condensers for
each engine in favor of the large central condensing plant is
another feature of importance to be noted at Kingsbridge. It
is also interesting to note that this is the original idea which
was carried out in the early design of the plant ; in other im-
portant plants which have differentiated from this principle
it has been found necessary to return to it, even in case of dis-
carding large equipments of the individual design. The exhaust
connections are here so made as to permit all engines to be
handled by any grouping desired of the four large barometric
condensers. The novel and yet very successful method of
starting engines under vacuum is also provided lor, and is
found very satisfactory. The connections arc such as to per-
mit starting either condensing or non-condensing, as desired.
This has been found an important provision for the ease of
handling the large 3000-kw units.
4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
KINGSBRIDGE POWER STATION OF THE NEW YORK CITY
RAILWAY COMPANY
The art of building and housing a large power plant has de-
veloped in recent years with rapid strides, and to gain ex-
perience through knowledge of each property created it is
necessary to view it from the standpoint of the motives under-
lying its design and the conditions which have shaped its type
rather than the detail of apparatus and appliances which it
contains.
In 1898, when the Kingsbridge plant was projected, the only
other large power station was that of the Metropolitan Street
Railway Company, at Ninety-Sixth Street, then building, and
its quality, therefore, not determined. The Third Avenue Rail-
road Company was about to electrify its system, and after due
facturing Company, upon the consulting engineer's original
requirement specifications and in accordance with the detailed
plans and specifications which accompanied the bid, and which
were not changed after their first presentation. The West-
inghouse Electric & Manufacturing Company then sub-con-
tracted the power plant, exclusive of electric apparatus, to
Westinghouse, Church, Kerr & Company, engineers.
The fact has been commented upon that Kingsbridge is the
only one of the large power houses the contract for the com-
plete design and construction of which has been let to a large
electric manufacturing company. It should be borne in mind,
however, that at the time this work was projected, in 1898, the
art of providing electric service for a large system was by no
means as far advanced as it is to-day, and the projectors were
probably justified in the feeling that as the success of the
VIEW OF ENGINE FOUNDATIONS, LOOKING NORTHWEST, ON JULY 1, 1901
consideration of the power problem concluded to take bids from
the principal electric companies for a plant complete delivered
in operative condition.
Dr. Louis Duncan was appointed consulting engineer, and
issued requirement specifications, upon which bids were asked
from the several electric companies. These specifications
covered an alternating-current system of generation and dis-
tribution, involving a large central power house and a number
of sub-stations, some months being allowed bidders for a
study of the requirements and the preparation of detailed plans
and specifications. The Westinghouse Electric & Manufac-
turing Company presented a tender upon the complete system,
including a steam plant, designed by Westinghouse, Church,
Kerr & Company, engineers, who also designed the building
which contains it.
After further months of consideration and opportunity
granted for revision of plans, specifications and estimates, the
contract was awarded to the Westinghouse Electric & Manu-
installation depended chiefly upon the electrical features their
interests would be best safeguarded by placing the responsi-
bility for the operation of the entire system upon a competent
electric company rather than to call upon engineers or engineer-
ing contractors, as is usual in other lines of engineering work,
and as is now the custom in electrical installations.
After the detailed designs and specifications were worked
out and the sub-structure, consisting of some 18,000 piles and a
heavy monolithic slab of concrete, was completed, financial
conditions brought the Third Avenue Railroad into the control
of the Metropolitan Street Railway Company, with M. G. Star-
rett as chief engineer, and the various changes consequent
thereon delayed further construction for more than a year.
The plant, as originally designed, contains sixteen units of
3000 kw each, supplying current to twenty-five 1000-kw rotaries
distributed throughout the city in several sub-stations, and in
the rearrangement of the Third Avenue Railroad requirements,
with due relation to the Metropolitan Street Railway Com-
1
\
July 2, 1904.]
STREET RAILWAY JOURNAL
5
pany's facilities and necessities, it was concluded to first install
eight units and thirteen rotaries, being one-half of the plant ;
to change the generated e. m. f. to 6600 volts, to correspond
with the Metropolitan practice, and to change the switchboard
arrangements, as desired by Mr. Starrett, to secure practically
STEEL FRAMING FOR COAL POCKET
the same operative method as is used at Ninety-Sixth Street,
yet availing of the advance in the art.
The work then proceeded more leisurely than would have
been the case had it been built as originally intended for the
Third Avenue Railroad alone ; this being permissible because
of the ability of the Metropolitan Street Railway Company to
supply the power needed for a few years from its own then
existing stations and the constant growth by added units in
its Ninety-Sixth Street station.
While the engineers used their best skill to make the Kings-
bridge plant a step in advance of best practice, this was done
VIEW, LOOKING NORTHEAST, NOV. 6, 1901
with due reference to a fair degree of uniformity with the
Ninety-Sixth Street plant, with the result that these stations
possess a number of good features in common. The main
points of difference lie in the fact that Kingsbridge was given
a more substantial building, especially as to the rigidity of the
steel structure. The combustion is handled with the aid of
natural draft, supplemented by mechanical draft, the completed
plant having four stacks, whereas Ninety-Sixth Street depends
upon natural draft from one large stack. Economizers are
used at Kingsbridge, but not at Ninety-Sixth Street. Kings-
bridge has a central barometric condensing plant to which the
exhaust of all engines is led, whereas Ninety-Sixth Street has
independent surface condensers for each engine. At Kings-
bridge especial attention has been paid to the design and con-
struction of the pipe system throughout, with a view to giving
BOILER ROOM BASEMENT, AUG. 27, 1901
it much higher character than any similar work previously
designed or constructed, and which has been faithfully carried
out with the most satisfactory results.
Kingsbridge also involves a feature of general design not
quite apparent in the drawings and specifications nor other-
wise apparent until the entire plant shall be completed. This
feature is a division of the plant into quarters, with a wide
aisle crosswise of the house. The design includes sixteen
units in two rows of eight each, which the transverse aisle
again divides into groups of four.
The boilers through the two decks are similarly divided by
1
VIEW, LOOKING SOUTHWEST, NOV. 19, 1901
the longitudinal firing and transverse aisle into four groups of
two stories each, each group having a stack, a set of econo-
mizers, an auxiliary mechanical draft and suitable piping con-
nections to a group of four engines. The barometric jet con-
densers stand in the aisle space of the boiler room next to the
engine room wall, and are four in number, each serving a
quarter of the plant.
It will thus be apparent that there are four plants in one, or
one plant with four independent divisions, each operative alone,
yet tied together to operate as one. Detail examination will
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. I.
show how the piping is connected between the four sections
and how the condensers can relay each other, and, in fact, how
all of the appropriate and reasonable exchange of service be-
tween the quarters extends from the smoke flues and stacks
through to piping, condensers and switchboard. The merit or
desirability of this grouping can only be proved by long ex-
perience, but it has the advantage that no adverse results can
follow its adoption, it being rather in the nature of a permissive
division in manipulation. The wide transverse aisle follows,
partly from the character of the condensing plant and largely
from the observed tendency for auxiliary and other apparatus
Since Kingsbridge, no large New York plant has been designed
without multiple stacks.
The Kingsbridge piping is well worth an inspection of any
one desiring to look into this extremely difficult and by no
means inexpensive portion of such a property. It is of the very
highest character, and in both design and construction will
stand critical comparison with any of the prior or later work,
some of which is well known in engineering circles to have
proved vulnerably inferior.
Other features might be mentioned but the above will suf-
ficiently illustrate that this plant fairly represents certain steps
SIDE walk .
STORE -
ROOM/
ECONOMIZERS ABOver,
ECONOMIZERS ABOVE.
B O I
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Oi JP 3.
FLU E. .
ECONOMIZERS ABOVE.
ELEVATOR .
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economizers above
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BOILER HOUSE
EN CINE ROOM.
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GROUP 2.
MAIN E^JGINEsTJ |
FFIC E
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OFFICE S
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SIDE \NfK l-K
91" AVE.NU El
PLAN OF POWER STATION
to group toward the center of a large power house of this
type, at which point it has seemed desirable to concentrate such
surplus room as can be gained within the property limits.
It will be observed that this plant was designed quite early in
the history of large power development in New York City. It,
nevertheless, contains quite as many characteristic features
as those of later design, and it remains for time to determine
which of the various methods adopted in the different plants
will prove the best to perpetuate. Already some lessons have
been learned ; among them the fact that this plant, in even its
early months of operation, has shown its capacity to give a very
low coal rate, even lower than some of the newer designs. The
condensing plant of at least one power house since designed has
been removed and replaced by apparatus of type similar to that
used at Kingsbridge.
Prior to Kingsbridge the practice was to use one large stack.
in advance, many of which have become characteristic of
power plant construction.
In the foregoing there is no attempt to claim strict originality
in any of the features mentioned. There has been no attempt
to introduce new arts, but the combination of various features,
as aggregated in the Kingsbridge design, form fair material
for study on the part of engineers who desire to look carefully
into the relative features of plants of this larger class upon
which the responsibilities for operativeness and economy are
great.
ARCHITECTURE
The necessity of creating power house structures in large
cities has given architects an opportunity to interpret what such
architecture should be. We, therefore, have in the various
New York power houses different styles of architecture, which,
in the main, are called agreeable, but none of which, on close
July 2, 1904.]
STREET RAILWAY JOURNAL.
1
analysis, would probably be regarded as entirely suitable for the
purpose. The problem is a difficult one.
The lines of such buildings are essentially shaped by the
plant itself. The openings are fixed by closely
limiting conditions, and in most respects the
architectural treatment must be subservient
to the engineering requirements.
Rigid adherence to purpose would probably
result in an extremely plain exterior, which,
in a structure so large, might be considered
by many to offend the eye, especially when
the unarchitectural features, such as smoke-
stacks and coal-handling devices, assume an
uncontrollable prominence.
The architecture of a given house, there-
fore, results from the point of view assumed
by the architect, which includes his individual
taste. There seems to have been, by common
consent, an attempt to introduce in the eleva-
tions of these buildings certain proportions,
treatment of openings, ornamental string
courses, cornices, terra-cotta work, etc., to
produce a pleasing effect without inconsist-
ence. Just how inconsistent such an attempt
may be is open to opinion, and about all that
can be said of the architecture of these
various power houses is that they are as they
are, and time will decide through the building
of future plants, with these as examples, what
will finally come to be considered good art and
appropriate architecture for such structures.
When the Kingsbridge power house was
designed no other large example existed except the Metropoli-
tan, at the foot of East Ninety-Sixth Street. The architectural
department of Westinghouse, Church, Kerr & Company de-
It is difficult to judge it now, because it is single-ended and
exhibits a degree of blankness, due to the apparent stopping
off at a point beyond the middle, thus not having the merit of
^l- ■ if/pa**®*
RAISING THE TRAVELING CRANE INTO POSITION
signed the elevations of the Kingsbridge building for a certain
effect, which has been well carried out in construction, and
were the whole of the building completed it would truly rep-
resent the motive.
LAYING THE CONCRETE FOUNDATIONS
being even exactly one-half of the completed design. Never-
theless, it has been favorably commented upon, and is believed
to be good of its kind and consistently carried out.
Inasmuch as none of the present
power house designs would prob-
ably stand critical analysis as to
suitability for their purpose, and
are designed largely with reference
to pleasing effect upon the eye, or at
least to avoid an unpleasant effect,
the only way to judge a given design
is to compare the five larger power
houses now erected in Manhattan
and draw such deductions as may be
warranted. Several close compari-
sons which have been thus drawn
for the purpose of designing new
structures indicate that the Kings-
bridge architecture compares favor-
ably with others, the general criti-
cism having been that all of the
others, except Ninety-Sixth Street,
have overdone the attempt for archi-
tectural effect, carrying this beyond
appropriateness to purpose. New
structures under way seem to go
even farther in the direction of or-
nateness, and as a reaction from this
it is understood that the power
houses for the Pennsylvania Rail-
road terminal service are to be given
much plainer exteriors, the archi-
tectural effects to be produced by the
proportions of mass following more closely than previous ex-
amples the suitability to purpose and reflection of interior,
thereby resulting in very much plainer structures. This will
later give further opportunity for comparisons to be drawn with
8
the previous types, and only time will determine, through these
various designs, what type of architecture is really suitable for
massive buildings for such purpose along the borders of the
city.
Believing, therefore, that the architectural treatment of a
large power station should be characterized by a dignity and
simplicity of design, typifying in some measure the majestic
purpose of the building, and expressive of a structural strength
VIEW OF STATION, LOOKING NORTHEAST
and solidity in keeping with the idea of power generation, it
was attempted to express something of this creed in the design
of the Kingsbridge station.
The first condition of simplicity, even more than a due regard
for structural economy, so important in commercial enter-
prises, dictated the use of an ordinary grade of brick for ex-
ternal treatment, giving an obviously solid and homogeneous
construction, free from the suggestion of veneer adhering to the
use of face brick. The details of the cornices and mouldings
throughout are of the simplest character ; the inspiration of the
design being drawn from the early, or Roman, period of
Romanesque art, but freely modified to conform with modern
taste and practice. Characteristic of this style are the arcades
of deeply voussoired semi-circular arches springing from a
cornice belt (a survival of Roman entablature), in this case
serving the purpose of a horizontal band coincident with the
principal girt of the steel frame.
While the building is throughout entirely of skeleton steel
construction, no adequate exterior expression of this fact is pos-
sible in such materials as brick and stone. It was, therefore,
determined to design a shell which should be obviously con-
structive in itself with the substantial appearance appropriate to
a large power plant, avoiding the tendency to architectural
necromancy so commonly exhibited in steel frame buildings.
This it was that dictated the grouping of the windows in large
arched openings, separated by broad wall spaces, visibly able to
receive and transmit the thrusts of the heavy arches, and caused
the introduction of the flanking towers at the abutments of the
arcades, which will form the four sides of the completed
structure.
The foundations, or sub-structure, of such building are, of
necessity, extremely massive and important, and an expression
of this fact was sought in the rugged basement of rock-faced
granite masonry.
POWER UNITS
These consist of 46-in. and 86-in. x 60-in. Corliss engines with
centrally located generators, the design being of characteristic
type and not involving any special features. Extreme care, how-
ever, was given to the workmanship and detail of these engines
[Vol. XXIV. No. 1.
by the Westinghouse Machine Company, with a view to in-
stalling units which could quickly and assuredly be brought
into practical operation with less change and refitting than
has been customary in large engine plants. This was success-
fully accomplished, and it is probable that no large engines
have even been installed upon which so little was required to
be done after erection as in this plant. Perhaps, the most
noteworthy feature connected with the engines is the pro-
vision for handling them in starting, synchronizing and stop-
ping. While this plant was under construction, Westinghouse,
Church, Kerr & Company gave special and continuous attention
to determining how large engines were best handled in prac-
tice in the service of large stations. To this end their engi-
neers, from time to time, studied the operations in such large
plants as were available, and much information was accumu-
lated as to the best ways and means of quickly and safely hand-
ling these units into and out of service. There has been a
tradition in engineering that large engines should be started
non-condensing and the condensers then cut in. Practical ob-
servation of operating plants, however, has shown that some
engineers consider that their best results are obtained by start-
ing under vacuum, and that, while the practice in various
stations differs more or less, according to facilities offered, the
use of many large engine units has clearly demonstrated that
certain processes are safer and better suited to operative control
than others. To accomplish all that is possible under the
present state of the art, these units at Kingsbridge were, there-
fore, arranged for convenient starting, either with vacuum or
without, at the will of the engineer by the following arrange-
ment :
The exhaust from each group of four engines connects
through a vacuum trunk to a condenser, each engine exhaust
pipe being provided with an electrically-operated gate valve
POWER STATION, FROM RIVER SIDE, SHOWING STEEL
FRAMING OF COAL CONVEYOR
and an auxiliary free exhaust pipe between this valve and the
engine connecting to a main free exhaust and to the atmos-
phere. Each auxiliary exhaust contains an automatic relief
valve arranged for hydraulic control if required. Electric wires
from the gate valve and hydraulic piping from the relief valve
are carried to controls upon the engine platform convenient
to the throttle valve, and these, with a synchronizing lam^,
pressure and vacuum gages, also near the throttle, provide the
STREET RAILWAY JOURNAL.
July 2, 1904.]
STREET RAILWAY JOURNAL.
9
engineer with the best means to easily start, synchronize, put
into service or stop one of the main units with or without the
use of vacuum.
The generators are of the well-known Westinghouse re-
volving field type, substantially constructed and operating at
6600 volts, three-phase, 25 cycles per second. This is one of the
first installations where the Westinghouse laminated steel con-
struction was adopted for revolving fields of alternating-cur-
rent generators. In this construction the entire magnetic
circuit of the field is of sheet steel, built up in overlapping
layers to form a circuit of low magnetic resistance and like-
wise a fly-wheel rim of exceptional strength. The wisdom of
this selection has been demonstrated bv the extent to which this
rounding surface condensers and the possible saving of feed
water. The art of applying condensers for large service is one of
the most difficult about which to make decisions in large power
plants. On the one hand, there is the possibility of saving feed
water through surface condensers to the extent of $50,000 to
$100,000 per annum, with which goes the necessity for mainte-
nance of condensers of this type, together with special pro-
visions for keeping oil out of the condensed water. Had all
those interested in the construction of this power house been
willing to undertake all that goes with this construction and
operation, the engineers would have been willing to provide the
ways and means. Had this been done it would have been along
lines involving much more thorough application of methods for
VIEW IN ENGINE ROOM, SHOWING TRAVELING CRANE AND RGOE GIRDERS
type of construction has since been adopted. A much mooted
point in alternating-current station design is that of the best
method of securing the easy and rapid synchronizing of gen-
erators and the maintenance of a proper division of work
among several of them during wide changes of load on the
stations. This problem was formerly, and still is to a con-
siderable extent, regarded as one of engine design, but the
Westinghouse Electric & Manufacturing Company incorpor-
ated into the design of the Kingsbridge generators a feature of
electrical design which renders the synchronizing problem far
simpler. The ease with which single machines are added to
the service at Kingsbridge leaves little to be desired in this
direction. Inasmuch as this description applies to the power
house only, the design of the sub-station apparatus, which in-
volves many interesting and valuable features, will be left for
a future article.
CONDENSERS
In this plant it was concluded to install barometric jet con-
densers after due consideration of all of the problems sur-
effecting the total results economically than have heretofore
been used. The original design contemplated this service with
its consequent saving, but was finally abandoned in favor of jet
condensers, but without adverse decision upon the other and
more economical method.
The use of individual low-lift jet condensers was never even
considered in this plant, the engineering limitations of this
type, both as to operativeness and efficiency, excluding them
absolutely.
This might scarcely be of interest except for the fact that
in some large subsequent installations such condensers have
been used, but with such unfortunate results that they have
been supplanted by the barometric type. A lesson in this worth
learning is the necessity for the comprehension of engineers
regarding the degree to which requirements, especially of large
installations, outgrow conventional practice.
The final decision to install a plant of centrally located
barometric condensers, four in number, handling sixteen
3000-kw units, was reached after a careful consideration of
10
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
such similar work as had been done elsewhere in this country
and abroad, none of which, however, were on so large a scale
as the Kingsbridge plant. Aside from any detailed considera-
tion of designs, efficiency and engineering arrangement, a factor
in this decision was parallel with the reason why a large central
power house should be built as distinct from a number of
small plants. The common custom of locating a condenser for
each engine runs into a multiplicity of valves and connections
and many operative functions, including distribution of con-
denser water supply over a considerable area. A point of view
may be obtained by assuming that near a large power station
there is such a thing as a vacuum factory, where vacuum is
produced economically on a large scale, and a proposition is
The tail pipes are 28 ins. in diameter, and the water supply
30 ins., entering the condenser head as usual through suitable
air coolers, from which coolers cold dry air is exhausted by
close-clearance, compound steam-driven fly-wheel vacuum
pumps. Each of these condensers is capable of handling the
exhaust steam for about 25,000 hp, thus allowing one condenser
as spare or relay, the connections being so made that the ex-
haust can enter the several condensers individually or multiple
into them as a connected group. Any one, therefore, may be
cut into and out of service, thus providing the requisite elas-
ticity of operation.
It would be quite impossible to dwell upon the advantages or
disadvantages of this type of condensing plant in a description
GENERAL VIEW OF ENGINE ROOM, LOOKING DOWN CENTER AISLE
made to a power plant for vacuum service just as any large
central station supplies public service. It would then be fair
to ask why it would not be feasible to purchase this commodity
instead of operating numerous small plants for the same pur-
pose. The individual units of the power plant would thus, in a
way, become customers of a vacuum factory. It, therefore,
may be good engineering to consider the creation of a special
vacuum plant serving the numerous units within easy trans-
mission distance, and, therefore, it may be worth while in
designing an important property to consider the supply of
vacuum as a separate department of engineering and service,
rather than as a detailed adjunct of each unit.
A study of this problem led to the adoption of four very large
barometric condensers, connected to the engines by 54-in. ex-
haust pipes, each main receiving the exhaust from four units.
of this nature. It has been constructed and is in successful
operation. It is the only very large plant of this type in ser-
vice, and time will determine its relative advantage. Thus far
its performance has been eminently satisfactory, and it has
merits which would give it preference over individual con-
densers for each engine. The same general plan can be adapted
to central surface condensers, with their feed-water saving
possibilities, which now promise to appear more prominently in
station design, due to the use of steam turbines, thereby re-
lieving the surface condenser situation of the former difficulties
of oil-contaminated exhaust.
STEAM GENERATION
The design and construction of the steam generating plant
do not appear to materially differ from many others of like
kind. It consists of suitable coal-handling machinery of the
July 2, 1904.]
STREET RAILWAY JOURNAL.
belt-conveyor type, supplying generous and well constructed
coal bunkers fitted with fire protection. The ash handling
through hopper bottoms and chutes into cars introduces no
special features beyond careful detail design. Water-tube
boilers are used, in which the heating surface is not made
excessive with reference to grate surface; recognizing that the
boiler is essentially the size of its fire, mechanical stokers of ap-
proved type and usual construction are utilized with the largest
grate surface admissible.
All apparatus is adapted for the use of hard or soft coal, as
required. The products or combustion pass through generous
economizers, with ample draft space, to stacks 200 ft. high,
sufficient for normal draft under most conditions of service.
the dry-air pumps are steam-driven, close clearance, fly-wheel
type. The stokers are driven by small, simple engines, while
the mechanical draft fans are operated by plain slide-valve
engine of heavy construction, operating at slow speeds and of a
comparatively uneconomical type.
The exciters are driven by compound steam engines. The
exhaust from all of these auxiliaries is led to feed-water
heaters, in which it is completely condensed. The feed water,
after leaving the pre-heaters in the main exhaust near the con-
denser, is raised to 210 degs. in the feed-water heaters, fed with
the auxiliary exhaust, whence it passes to the economizers for
an extra 100 degs. or more, absorbed from waste gases before
it enters the boilers. The electrically-driven auxiliaries are the
SECOND FLOOR OF BOILER ROOM
This draft is supplemented by mechanical draft between the
economizers and stacks, with suitable arrangements for by-
passing, so that on short notice the draft may be made equiva-
lent to stacks 400 ft. or more in height. These appliances, care-
fully arranged with reference to each other as to proportion
and detail, and with an ample system for feed water, blow off,
etc., together produce a steam generating plant of high charac-
ter, and probably as efficient as the present state of the various
arts involved will admit. Throughout its design sufficiency and
due provision for convenience in operation are noticeable.
AUXILIARIES
The auxiliaries of the station are in the main steam driven.
The boiler feed pumps are of the compound, duplex type, the
centrifugal pumps for elevating the condensed water for the
barometric condensers are driven by compound steam engines,
air compressors which operate the pneumatically-operated
switches ; the 30-in. gate valves in the exhaust branches from
the main engines to the main exhaust pipes, the coal and ash
conveyors, the freight elevators and the traveling crane.
It will be noted that steam-driven auxiliaries predominate in
this station, and while, consistently, some might be equally well
handled electrically, the feed-water requirements, prior to pass-
ing into the economizers, are such as to readily absorb all of
the heat yielded by the auxiliary exhausts, thus preserving the
efficiency of the total heat cycle.
PIPING
In this plant special care has been given to the design and
construction of the piping system, and which could be at best
but poorly described. It needs to be seen and judged compara-
tively with the piping of other large plants to establish its
12
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. I.
merits. The high-pressure piping is of the welded flange type,
all valves and fittings being extra heavy. The large exhaust
FRONT OF BOARDS MOUNTING INSTRUMENTS FOR ELECTRIC CONTROL AND
MEASUREMENT
cold, with initial tension for the relief of strain under heat ex-
pansion and various other improved means of securing the best
results, are carried out with great full-
ness, yet along rimple lines in this work.
ELECTRICAL SWITCHING EQUIPMENT
One of the most important develop-
ments in the design of electrical installa-
tions of large power stations operating
at high voltage has been in the methods
of isolating the electrical circuits. In
the design of the switching equipment
for this station the same care was exer-
cised in the provision of masonry con-
struction and soapstone barriers as was
followed at Ninety-Sixth Street power
station, but the isolation is more com-
plete, without sacrificing anything in
accessibility. Each main busbar is
completely enclosed in a separate mas-
onry compartment, and each pole of
each individual circuit breaker is sep-
arated from its neighbor by a marble
barrier. A characteristic feature of the
plant in this particular is the grouping
of the feeder circuit breakers into mas-
onry cubicles, each cubicle forming a
distinct unit, having in the interior of
.he cubicle a group bus connected to the
main bus through a group circuit
VIEW IN ENGINE ROOM, SHOWING SWITCHBOARD GALLERY
pipes running to central condensers, are of boiler plate, caulked breaker. The feeders are brought up to their respective circuit
tight, and auxiliary free exhausts are of cast-iron. The breakers in small groups, so that trouble cannot spread to a
methods adopted for expansion and joining of certain sections, serious extent, as has occurred a number of times in other
WJ
[SUPPLEMENT TO STREET RAILWAY JOURNAL]
[JULY 2, 1904]
BACK OF BOARDS MOUNTING INSTRUMENTS FOR ELECTRICAL CONTROL AND MEASUREMENT
14
STI
A.ILWAY JOURNAL. [Vol. XXIV. No. i.
nts. The Metropolitan power stations differ fi ither
ge stations in the general scheme of the electrical circuits. A
gle sectional bus is used, to which the generators and feeders
VACUUM CONNECTION TO CONDENSER
e connected, instead of the usual double bus construction,
e theory being that for the particular service of the Metro-
erators. At Kingsbridge each feeder group is dependent on
one group of generators, being connected through the group
switch to one section of the main or generator bus. Emergency
conditions are provided for by serving each sub-station with a
number of feeders, each of which is brought to a different
cubicle in the power station. In case one section of the power
station is shut down, each sub-station will, therefore, be served
from the other sections. The main or generator bus of the
ultimate installation is divided into four sections correspond-
ing with the four divisions of the plant previously mentioned.
These sections are coupled together by bus junction circuit
breakers.
The switching equipment is arranged on three galleries along
one side of the engine room. The generator circuit breakers
are placed on the lower gallery, the bus structure on the second
gallery, and the feeder cubicles on the third gallery, thus
making the arrangement progressive from generators to feeders
without crossing of circuits.
Air-type circuit breakers are used for all high-tension cir-
cuits, operated from an electro-pneumatic controller system.
The operating platform, containing the controlling desks and
instruments for the various alternating circuits, are on the
second gallery in a location which is central with reference to
the ultimate equipment of power units, and from which there
is a comprehensive view of the engine room. Below this plat-
form, on the second gallery, is the exciter switchboard, con-
taining panels for the control of the exciters and panels for
the direct-current feeder circuits for lights and power house
auxiliaries ; also the field rheostat switchboard and the field
resistances. All switching apparatus and all instruments are
of standard Westinghouse make.
54-IN. AND 42-IN. RIVETED VACUUM LINES
STEAM SEPARATOR
olitan system the flexibility of the double bus construction is
ot essential. At Ninety-Sixth Street the bus is divided into
eeder sections and generator sections, so connected that a
eeder section may be served by more than one group of gen-
MISCELLANEOUS
Among the minor things, attention might be called to various
features of passing interest to any one inspecting the plant,
which are of little importance in a printed description. Among
r
July 2, 1904.]
these might be mentioned the design of the traveling crane
which spans the distance of 130 ft. between track centers, the
convenient arrangement of stairways and galleries around the
main units, the adequate provision by way of air cleaning and
water cooling, the oiling and oil filter and cooling systems, pro-
vided to handle four kinds of oil, the amount of available work-
ing space in engine room, basement and around the various
auxiliaries, notwithstanding this plant is so compact as to
utilize only 1.1 sq. ft. per horse-power. Comparison with other
plants will show this to be much more compact than those of
later design, with possibly one exception, in which the ma-
chinery is obviously crowded and working space inconveniently
contracted. This ample working room at Kingsbridge, with the
smaller floor space per horse-power, is due to the available free
space being so distributed that it is all useful, whereas, some of
the later designs provide more space than required for practical
operation, thus running up the floor area per horse-power with-
out compensating advantage.
Suitable office lockers, rooms, shower baths, and all neces-
sary facilities for the accommodation of employees are amply
provided.
OPERATION '
The portion of the plant now completed, containing eight
units, is in full operation, and if, as reported, it has succeeded
in thus operating with fewer difficulties in its earlier history
than others, it is because of the attention paid to the details of
design and construction. It is scarcely too much to say that it
has had no troubles whatever, each feature alone and in con-
junction with others having worked exactly as predetermined
with no necessity for changes. The same condition practically
existed throughout the construction, there being no interfer-
ences, and, consequently, no changes required. The plant is
marked throughout by sufficiency of materials and methods,
and is believed will show an operative efficiency of the highest
grade. This is already indicated by its early months of opera-
tion, in which the coal rate per kilowatt substantially equals
the best records. It is yet too early to draw final conclusions
upon the relative operation and economy, but time will develop
records of whatever superiority, if any, follows from the care
which has been exercised in refinement of construction of the
main engines, the careful proportioning of all of the factors
which enter into a steam generating plant, and the engineering
economies which are introduced in the various auxiliaries and
in the general integrity of the construction as a whole, for the
purpose of aiding the economy by preventing minor wastes,
minimizing repairs and avoiding the sacrifice of economy which
results from frequently having to meet emergency conditions
because of disarrangements and break-downs.
This power plant exemplifies a well-carried out and con-
sistent design of a certain date. It would be too much to hope
that it would excel plants now projected, which will have the
advantage of steam turbines and various new appliances which
are now at the command of engineers. It, however, is prepared
to take its place and make its record among the four or five
large stations of somewhat similar type now built, or under
way, in or near the city of New York, and as such it is open
to full inspection to those who, through their engineering in-
terests, are entitled to inspect its construction and operation.
ANNIVERSARY OF FIRST MOUNTAIN RAILWAY
The fiftieth anniversary of the opening of the first mountain
railway has recently been celebrated in Vienna and in the
neighboring mountain resort, Semmering. The line over the
Semmering, 3300 ft. high, was projected and carried out just
a half century ago by Karl Ghega, an Austrian engineer, in
the face of technical criticism and public opposition. Ghega,
however, accomplished the work and a monument has been
erected to his honor at the top station.
15
PROGRAMME OF THE VIENNA MEETING OF THE INTER-
NATIONAL STREET RAILWAY ASSOCIATION
The programme of the Vienna convention of the Interna-
tional Street Railway Association has just been announced.
The date of the meeting has been changed from Sept. 12-15 t0
Sept. 5-8, in order to permit the attendance at the St. Louis
Exposition of a number of the members of the association who
expect to visit the exposition after the Vienna convention.
The programme at Vienna, as announced by the secretary, is
as follows :
On Sunday, Sept. 4, at 8 o'clock in the evening, a reception
will be given to the delegates in the festival hall in the city park.
Attendants are requested to register, so far as possible, at that
time.
On the morning of Monday, Sept. 5, there will be a session
from 10 to 1, to be held in the hall of the Austrian Society ot
Engineers and Architects, at which all the business sessions of
the association will be held. Addresses of welcome will be deliv-
ered by the Austrian Minister of Railroads, and by the Mayor of
the city of Vienna. In the afternoon a visit will be made by car-
riages to the City Hall, to the Imperial Theater and to the works
of the Siemens-Schuckert Company. In the evening, at 6 o'clock,
the delegates will attend a performance at the Imperial Opera
House of "Die Opernprobe," at which the celebrated ballet "Rund
urn Wien" will be rendered.
On Tuesday morning, Sept. 6, a business session of the associa-
tion will be held from 9 until I. In the afternoon a trip will be
made to the car houses and repair shops of the municipal tram-
ways, after which the delegates will be driven to the imperial park
at Schonbrunn. In the evening a banquet, tendered to the asso-
ciation by the Austrian Minister of Railroads, will be held at
Hietzing. The return to Vienna will be made by special trains on
the Metropolitan Railway.
On Wednesday, Sept. 7, a business session will be held from 9
until 1. In the afternoon there will be an excursion on the Danube
River, during which the principal electric power stations will be
visited. The afternoon trip will terminate with an excursion to
Kahlenberg by the cable inclined railway. In the evening there
will be a reception at Kahlenberg, tendered by the Austrian Tram-
way & Light Railway Association. The return to Vienna will be
made at 10 oclock by special train.
On Thursday, Sept. 8, a session will be held as usual from 9
until 1. In the afternoon, if time permits, a visit will be made to
the Electrochemical Institute. In the evening, at 6 o'clock, the
delegates will attend the official banquet tendered to the associa-
tion by the municipality, which will be held in the City Hall.
During the business sessions of the association, trips have been
arranged by the local committee for the ladies in attendance, at
which various interesting points in the city will be visited. There
will be a subscription of 20 kroner ($4) for the gentlemen and 10
kroner ($2) for the ladies in attendance, to cover part of the cost
of the entertainments.
Two series of excursions are planned for the days following the
convention, viz., Sept. 9-11, for those who wish to participate.
One of these, extending over two days, will be to Schneeberg and
to Semmering and then to Trieste; the other will be to Linz and
the Postlinberg, then to Innsbruck and the valley of the Stubai,
where a single-phase electric railway is in operation.
In view of the large number of members of the association who
will probably attend, and to facilitate the work of the local com-
mittee, the executive committee requests that all members who
expect to attend the convention at Vienna will send a notice to this
effect to Mr. Ziffer, of the executive committee, stating, at the
same time the number of ladies, if any, who will be in their party,
also whether they expect to go to the opera on the evening of
Sept. S, also whether they wish to join any of the excursions after
the close of the convention.
The executive committee also announces that owing to the va-
cancy in the executive committee occasioned by the death of the
late Mr. Roehl, nominations for another member of the executive
committee will be in order at the Vienna meeting. Messrs. Koeh-
ler, of Berlin, and Ziffer, of Vienna, both of whom arc at present
members of the executive committee, have been designated by the
executive committee as vice-presidents of the association, and their
nominations will be submitted to the association for ratification at
the Vienna meeting.
H. Parry, general agent of the New York Central Railroad
at Buffalo, is quoted as saying that the company is planning to
equip its Auburn and Falls line with electric power.
STREET RAILWAY JOURNAL.
i6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. r.
AN IMPORTANT NEW STREET RAILWAY REPAIR SHOP AT
PORTLAND, ME.
The Portland Railway Company, Portland, Maine, has for
some time thoroughly realized the growing importance of the
repair shop problem, resulting from the more difficult condi-
tions of heavy traffic that have developed and that naturally
resulting from the use of the heavier and more powerful equip-
ments than was formerly the practice. The proper care of its
cars and electrical equipment has been found, as is the very
general experience of other street railway companies, to greatly
overtax present facilities. As a result of the important relation
which the repair work bears to the operating efficiency of the
road as a whole, the officials of this company have been de-
voting careful study to the shop question, and have recently
completed plans for a new shop installation, which will not
only provide for the magnitude of the present conditions of car
repairs, but will also take care of a considerable margin of
growth. On account of the important features that have been
that this company operates 94 miles of line, and now has 221
cars, the maintenance of which has become a question of con-
siderable magnitude. The shop building occupies a tract 171
ft. x 204 ft., located near the Union Railroad Station, in Port-
land, and so connected with the car tracks that the cars of all
lines of the city have easy access to it. The various depart-
ments are located adjacent to each other, without intervening
spaces, the side lighting thus forfeited being substituted by a
very thorough system of skylighting, so that the shop will have
sufficient light to be very convenient to work in. The general
arrangement of the various departments may be seen from the
accompanying plan drawing of the shop building as a whole,
while the other features of the building construction, as well as
also the exterior architecture, may be seen from the additional
sectional drawings and exterior elevations.
The paint shop, the equipping or erecting shop, the wood-
working shop, the blacksmith shop and brass foundry are all
one-story buildings, and are provided with profuse skylighting.
The stock room and machine shop sections upon the two street
§ L A h
Section A-A
FRONT ELEVATION AND SECTION OF THE NEW PORTLAND REPAIR SHOP
. 4
—7 — .■' "/ :*>A!- Street Level
Street Ry. Journal'
incorporated, the general plans of this, its new St. Johns Street
shop, will be found of unusual interest.
This new shop installation, as being built, will embrace one
of the best arranged layouts and most complete systems of
handling the peculiar repair conditions met in street railway
repair work that have up to this time been developed for a road
of this size. The officials are to be congratulated for the ex-
cellent and broad-minded character of this design, particularly
as there has been so little work of similar nature upon as ex-
tensive a scale as this, and the design work necessarily required
to be very largely original owing to the lack of precedent to go
by. The principal idea borne out in this design has been that of
simplicity and convenience of arrangement of the different de-
partments, and the repair work in the shop plant will be greatly
simplified by the freedom of access between the different de-
partments and the short distances for handling the material :
this last feature alone is sufficient to very strongly commend
this design to those who are considering similar problems.
An idea of the size of the problem which was coped with in
the design of this shop installation may be had from the fact
corners of the building are of two-story construction, the floor
above the stock room being arranged for offices, while that
above the machine shop will take care of the upholstering work
and also the armature and field winding and other electrical
repairs. As may be seen from the plans, the various depart-
ments are separated by extra heavy 16-in. fire-walls, and all
doors are of the self-closing, tin-covered, rolling type, for
isolation of any department in case of fire. In all cases the
division walls extend for some distance above the roofs, 24 ins.
being the minimum projection, while in the case of the paint
store room, the most dangerous fire hazard of the entire shop,
the side walls are carried some 4 ft. above the surrounding roof.
Thus, in case of fire in that room, the side walls, projecting up
as they do above the roof, would act as a chimney and carry
the flames up to a point where they might be easily taken care
of, and not come in contact with the rest of the building; this
is a very valuable and effective arrangement for the paint
stores, and should be made use of in other shops where large
paint stocks are carried.
Another important fireproofing feature of the building con-
July 2, 1904.]
STREET RAILWAY JOURNAL.
17
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
struction lies in the use of granolithic floors throughout upon
the ground-level floors ; the upper floors in the two-story
sections are of strong, slow-burning wood construction, and are
faced with %-in. matched birch. The roof construction in all
parts of the building is of steel frame work, covered with 3-in.
roof planking, over which is laid tar and gravel, according to
the usual method of gravel roof construction. The mansard
roofs of the two-story sections are both covered with slate.
Other interesting features of the shop building may be ob-
served from the accompanying plans.
The general procedure in the handling of car repairs will be
that of bringing cars first to the equipping or erecting shop, for
dismantling, where they will be taken down and all parts
stripped ready for the work of repairs. This department has
two pit tracks leading in from the street throughout the length
of the room, and a third, which extends through the L-shape
section of this room, for access to the woodworking shop. The
car body parts, including window sash, doors, etc., may be de-
of this character, including the usual number of forges, a power
hammer and a babbitting equipment for taking care of motor
and axle bearings. The woodworking department will be
equipped with the usual woodworking tools, including planers,
matchers, saw benches, band-saws, etc.
An important feature of this shop, and one which cannot be
recommended too highly, is that of the use of the brass foundry.
So many small brass parts are used in electric railway repair
work, and many of them special, that shops are often greatly
inconvenienced in obtaining same. Here, by the use of the
brass foundry, all such standard parts may be made easily and
rapidly and kept in stock in advance, while special pieces may
be cast upon short notice for emergency repairs — this feature
alone is often of sufficient value to warrant its installation.
After the work of repairs, cars will be transferred to the
paint shop, adjacent to the erecting shop, entering preferably
upon the first track, when washing is necessary, this track
being drained to sewer connections so as to permit the use of
Exterior ElevatiomSide C
Machine Shop & Electrical Repairs
m
S. aeksra
n
Front BtB
SIDE AND END ELEVATIONS OF THE NEW PORTLAND REPAIR SHOP BUILDING
Skylight oyer
^ Fireproof Paint
. Storeroom
n
Street Ry. Journal
livered to the wood shop on the one side for repairs, or to the
paint shop on the other for washing and painting or varnishing.
The electrical equipment is easily distributed from here to the
machine shop and electrical repair departments (by elevator),
while truck repairs will be handled directly upon the pit tracks,
or trucks may be rolled directly into the smith shop for heavy
repairs. It will be at once seen that the close proximity of this
department to the woodworking and blacksmith shop, as well
as to the stock room, will greatly facilitate rapid repair work.
It will be noticed that an extra large space is devoted to the
blacksmith work, which is probably due to the growing im-
portance of this department on account of the large sizes of
trucks and motor equipments that are now coming into use, and
also the increased maintenance of brake riggings. This is
probably the first instance where a blacksmith shop is provided
with a greater space than that of the machine shop, but it will
surely be found advantageous and very desirable. The black-
smith shop also has a pit track connected with one of the erect-
ing shop tracks, so that the trucks may be rolled through into
the smith shop for convenience in making heavy repairs. The
equipment of the blacksmith shop will be that found in shops
the hose in washing. This shop is provided with four tracks,
the track adjacent to the washing track being provided with a
pit for access in painting trucks and work beneath the car. The
two farther tracks are surfaced level, without pits, and will be
used for general car-paint work. At the rear of the paint shop
will be noticed an interesting arrangement of the auxiliary
rooms, including the master car painter's office, a separate room
for the painting of car signs, sashes and doors, as well as the
paint stock room. This room also contains a washing tray for
the washing of window sash and doors, and in one corner is
provided the workmen's lockers. This room is provided with
ample skylighting, and will be found one of the most valuable
departments of the entire shop. Inasmuch as it is set off from
the remainder of the shop by 16-in. fire-walls, a very heavy
paint stock may be carried and handled without serious fire
hazard to the rest of the shop.
The design of this shop installation is throughout one of the
most complete and best arranged of its kind known, and the
result reflects great credit upon the officials who have devoted
careful attention to the work. Acknowledgment is due to E.
A. Newman, general manager of the company.
July 2, 1904.]
STREET RAILWAY JOURNAL.
19
BURN-OUT OF CABLE CONDUIT AT ST. LOUIS
In the Street Railway Journal of June 11, an account was
given of the burning out of the cables in a large cable conduit
which conducted all the power from the St. Louis Transit
Company's central station to overhead lines. As sufficient time
in the general wreck of the cables and conduit, which has been
noted. The destruction of cables was so general that along
CABLE SHEATH MELTED WITHOUT DESTROYING INSULATION
the main line of conduit, which consists of forty ducts of
cement-lined iron pipe laid in concrete, it was impossible to
pull the cables out from the manholes, and the company had
TEMPORARY OVERHEAD CABLES LEAVING POWER STATION
has elapsed since the accident so that the conduit has been
partially dug up, it is possible to reproduce here some photo-
graphs of the burned-out cables and conduit, and also some
additional notes regarding the accident.
As explained in the previous issues the trouble probably
arose from the short circuiting of one or two cables in the con-
duit. As many of the cables were solidly fastened together at
the terminal boxes where they were connected to the overhead
feeders, and as circuit breakers between adjacent trolley sec-
tions were plugged up, it was not possible either automatically
or by hand to cut out a short-circuited cable. The consequence
was that the entire capacity of the power house fed the short-
CONDUIT DUCTS AFTER THE BURNOUT
to dig up this conduit with pick and shovel. The appearance
of conduit ducts, and cables when removed is shown in the
accompanying engraving.
On many of the cables there are spots where the lead cover-
PIPE BENDS NEAR BOTTOM OF HOLE
circuited cable, and caused the continuance of a very destruc-
tive arc, while at the same time the cables became so over-
loaded that the insulation was burned through in many other
places along the conduit line, with the result that the short
circuit became general. The first signs of trouble appeared
about 10 o'clock in the morning of June 3, when several cables
became short circuited and were cut out. At 6 o'clock the
same evening another short circuit occurred, which resulted
CONDUIT BEING DUG UP
ing has been melted off, and yet there are no signs that the
insulation has given away or that there has been any arcing
from the conductors to the lead sheath. The defects in
many of the cables, whether caused by arcing or simply by
melting of the sheath, occur at regular intervals. This is
thought to be due to the fact that steel bands were placed
around the conduit ducts at the joints, and the duct joints were
not staggered but were all placed at one point. The result
20
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. t.
was that these bands caused a concentration of the flow of cur-
rent at that point as they acted like bonds, and this melted the
cable sheath, in some cases without fully breaking down the in-
sulation of the cable. Where once a thorough arc was started
between the cable and its lead sheath the destruction of cable
and conduit was complete, the whole being melted together
into a mass of copper, lead and iron. Some of the worst de-
struction took place in the iron pipe bends at the bottom of the
■ :
AT SPRING AND VISTA STREETS— 1 EMPORAlvY LINES AND
THREE CONNECTIONS TO UNINJURED UNDER-
GROUND CABLES
poles, through which the cable was lead from the conduit to
the pole. Just how complete the wreck of the conduit may be is
not known at present writing, but the present appearances are
that about one block of 40 ducts conduit will have to be dug up
bodily. This is the conduit nearest the power house, which
takes the entire output of the power house. The accompanying
engravings also show some of the temporary rush work which
the company did in stringing overhead cables as a substitute
for the underground cables.
♦ ♦♦
NOTES ON GERMAN AXLE, WHEEL AND RAIL PRACTICE
BY A GERMAN ENGINEER
At the recent meeting of the Rheinisch- Westfalische Stras-
senbach-Betriebsleiter-Vereinigung (Street Railway Man-
agers' Association), held in Essen, the members witnessed at
the Krupp Works a series of remarkable tests of Martin
crucible steel and nickel steel street railway car axles. An
equal number of finished axles, made of the two materials
named, all 110 mm (4.33 ins.) in diameter, were subjected to
several cold bending tests under a pressure of 5000 tons. In
the first trial one axle of each material was bent around a core
of 120 mm (4.72 ins.) radius. The nickel steel axle assumed
the shape of the letter U, but failed to show the slightest evi-
dence of rupture, whereas, the Martin steel axle showed a break
about an inch deep on its outer surface. Another set of axles
was taken for the second trial, but before bending each axle was
notched in the center with a heavy chisel. The nickel-steel
axle again took the shape of a U without any apparent increase
in the depth of the notch, but the other axle broke in two
before one-fourth of the bending process had been completed,
despite the fact that it was made of the best Martin steel. It
is well known that most axle breakages occur at a sharp edge,
as at the corner of the gear seat, and accidents of this kind, it is
thought, will be avoided by the use of nickel-steel axles.
Although these axles cost 40 per cent more than those of ordi-
nary steel, they are largely used in Germany.
Nickel steel is also being used for street railway wheel tires.
Both chilled iron and steel-tired wheels are used in Germany.
Nickel steel-tired wheels, with a tensile strength of 90 kg per
square millimeter (132,300 lbs. per square inch), will run
120,000 km to 150,000 km (72,000 miles to 90,000 miles), and
do not need to be machined until they have run 50,000 km to
6c,ooo km (30,000 miles to 36,000 miles). A particularly good
feature claimed for nickel steel is that flat wheels are very
rare. Assuming, under average German conditions, that a
motor car runs 40,000 km to 60,000 km per year, the wheel
would have a life of from two to three years. All railways,
however, cannot use such hard wheels, as, unless the rails are
also of certain degree of hardness, they wear out rapidly.
The experience in Germany on this point is as follows :
For many years the authorities have required the exclusive
use on street railways of grooved rails. In the early days
such rails could be purchased only when made of Thomas (or
basic Bessemer) steel, which at that time when used in rails
was soft and nut very homogeneous. In those days the im-
portance of high carbon rails was not appreciated, since the
tendency was to follow horse car practice rather than that of
the steam railroads. After the severe conditions of electric
railway service had brought about the use of harder metal in
the wheels, it was found that these wheels, in running over the
softer rails, relied out the rail heads. To overcome this a
successful attempt was made to combine the Bessemer and
Thomas processes, and the weight per linear yard of the rail
was increased. Very little attention is paid to the tensile
strength of the rails, as a break in rails, when laid in paved
streets, is not considered a serious matter.
Owing probably to this use of soft rails, German railways
bave been large sufferers through the wear of rails in waves or
ridges, which was noticed and created considerable comment
in America before high carbon rails became so common in that
country. This kind of wear shows itself in the development,
in the head of the rail, of a series of ruts and ridges, the ridges
or crests being equidistant and about 5 cm (1.96 ins.) apart.
In wet weather these ridges can be seen with the naked eye,
and on polished rails when looked at in the direction opposite
to the rays of the sun. The difference in elevation between the
heights and depressions is barely 5 mm (.196 ins.), but more
than enough to change quiet, easy running into heavy pound-
ing. At first these ridges are formed for only a trifling dis-
tance, but once begun the waves are propagated very rapidly
and always in the direction in which the cars run. A number
of explanations have been offered for this formation, but the
most plausible is that the wheel rolls the rail material before
it until the latter has reached a certain height. The wheels
then rise over the obstruction, and the process begins again.
Grinding the rail heads down with emery has been tried with
good results, but in some cases the old trouble soon started
anew.
The investigations which were made regarding this subject
brought to light the fact that the life of rails for electric railway
service had been greatly over-estimated. The early figures
were based on the life of rails in steam road service, and it
was thought that if rails could be used for five years on high-
speed steam railroad tracks under wheel pressures of 7 tons,
and for fifteen years on branch lines under pressures of 2.5
tons, and with speeds not exceeding 25 km (15 miles) an hour,
equally heavy rail in street railway service should last twenty
years. It should be remembered that even at the beginning of
the electrical period the usual street railway rail in Germany
weighed 33 kg per meter (66 lbs. per yard), and within a few
years their weight was increased to 42 kg per meter (84 lbs.
per yard).
In making this assumption the following important factors
July 2, 1904.]
STREET RAILWAY JOURNAL.
21
were entirely overlooked : On steam railroads the rails rest on
cross-ties, and usually are laid on a high-class, well drained
roadbed, whereas German street railways never use cross-ties,
and the track is often laid on poorly drained ground. Again,
steam railroad tracks are always so exposed that they can
easily be inspected and repairs can be made, while such work is
very difficult on street railways, especially in asphalt-paved
streets and when the rails are laid in concrete. Again, on
street railways, owing to frequent braking, there is a great
deal of wheel sliding. Another factor tending to shorten rail
life in Germany is the excessive number of curves which some-
times equal 25 per cent of the entire line. The result is that
under present conditions ten to twelve years comprises the
useful life of modern heavy rails, and under very heavy traffic
the track must be replaced every three years. Another point
to be considered is that the rails cannot always be taken up
just when they are worn out without involving a great deal of
pavement expense, so that the railway company often prefers
to take up the rails when the municipality repaves the street.
In such cases the rails may have to be removed when they still
have several years of useful life, although to the railway com-
pany they will have only the value of scrap iron unless they can
be used in places where traffic is very light. Those who have
followed carefully the financial reports of the German roads
will have noted the growing tendency to pay larger sums to the
sinking funds rather than increasing dividends. It is true that
stockholders generally do not favor this policy, but it certainly
tends to give electric railway investments greater stability.
Recently a steady increase in the popularity of open-hearth
(or Siemens-Martin) steel for rails is becoming noticeable.
This is probably due to the poor quality of the early Thomas
steel, as shown by its rapid wear, and in some cases even by
flaking off of layers from the rail heads. This disadvantage of
Thomas steel has now been eradicated, and assuming like care
in manufacturing both varieties are considered equally good for
rail construction. Although the chemical composition may be
different it is possible to get the same hardness (which de-
termines the amount of wear and tear) with the basic as well
as with the acid process in steel manufacture.
In rail specifications on the method of making the steel the
German roads have found it necessary to specify the tensile
strength which serves as a measure for the hardness, since there
is no suitable method of determining the hardness itself. Ten-
sile strength is a measure of the hardness, however, only for the
same kind of steel. Thus, if we do not take into consideration
any of the other elements, the phosphorus content in Bes-
semer steel yields at a lower content of carbon the same hard-
ness which is obtained in the basic Bessemer steel (which is
poor in phosphorus) with a higher content of carbon. It is
the content of carbon which mainly affects the tensile strength.
It is necessary, therefore, to treat each kind of steel separately
in the specifications.
As the result of this demand for harder rails recent railway
specifications call for a considerably lower drop test, for the
reason that it is very difficult to get the required hardness of the
rails if the former tensile strength is maintained, and because
in tramway service tensile strength is really of less importance
than hardness.
For testing the homogeneous condition of the rails, the
etching test has recently been largely used. As a substitute for
breaking tests certain companies are now beginning to prescribe
rolling pressure tests.
The Indianapolis & Northwestern Traction Company re-
cently made a departure in interurban railroading by running
Sunday excursions. It has arranged that until Sept. 1 the
fare to Lafayette and return shall be $1. This rate will also
apply to all other towns where the rate of fare one way exceeds
one dollar. Occasional midweek excursions will also be run
during the summer.
STREET RAILWAY EXHIBITS AT ST. LOUIS
In continuation of the series of views of prominent street
railway exhibits at St. Louis, commenced in the issue of June
11, a number of additional illustrations are presented in this
number.
THE C. W. HUNT COMPANY
The electric storage battery locomotive built by the C. W.
Hunt Company will be found operating on an industrial railway
of that company's construction in the court of the Electricity
Building. This electric locomotive has a 75-volt storage bat-
tery, mounted midway between trucks and covered with canvas
lids, one for each half of the battery. On each end of the loco-
motive there is a small electric motor and a large gear case for
the reduction gears, by which motion is transmitted to a sprocket
NARROW-GAGE ELECTRIC LOCOMOTIVE AND FLAT CARS EX-
HIBITED BY THE C. VY. HUNT COMPANY
wheel driving a silent chain, which chain drives a sprocket
wheel located midway between the axles of the truck. From
this middle axle the power is transmitted through other similar
chains to the car axles. The motors, controllers and gears of
each end of the locomotive are in duplicate, and all controlling
handles are connected together with rods, so that the locomo-
tives can be operated from either end. Cars, trucks and rails
for narrow-gage industrial railways are also shown.
THE WESTERN WHEELED SCRAPER COMPANY
A short description of the exhibit of the Western Wheeled
Scraper Company in the Transportation Building was pub-
lished in the issue of this paper for June 11, but all of the
apparatus shown by this company was not described. This
company builds light dump cars for railway use, and, perhaps,
the most interesting type of cars, from a street railway stand-
point, shown in the exhibit is the bottom-dump car. This car,
as it name implies, is arranged to dump its load through the
bottom of the car, and this makes it extremely useful for
ballasting traction lines.
THE DUFF MANUFACTURING COMPANY
The Barrett lifting jacks of the Duff Manufacturing Com-
pany, of Allegenhy, Pa., are shown in the exhibit of the agents,
Fairbanks, Morse & Company, in Transportation Building.
There is also an exhibit in Machinery Building and in the
Western Gas Association's exhibit in Liberal Arts Building.
A large number of styles are shown. The new 30-ton geared
ratchet lever jack is shown for the first time. The exhibit in-
cludes the Barrett armature lift, track jacks, car jacks, car-
house jacks, journal jacks and bridge jacks.
ATLAS RAILWAY SUPPLY COMPANY
A short description of this company was published in the
issue of June 11, but by means of the accompanying illustra-
22
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
tion presented herewith a better idea of the extent of the ex-
hibit can be obtained. The space of this company is located
in the Transportation Building, and, as shown in the illustra-
tion, a principal feature of it is the well-known rail-joints
which bear the name of the company. In addition, however,
EXHIBIT OF THE ATLAS RAILWAY SUPPLY COMPANY
the company is also making a feature of its primer and sur-
facer for painting cars. To demonstrate, the value of this
material a board has been taken from an old car body and a
portion of it has been repainted by the Atlas primer and sur-
faces The rest of the board is left in its
original condition, showing that even upon this
old wood the material of the Atlas Company
can be employed to give a very satisfactory
finish.
THE RICHARDSON SCALE COMPANY AND
ROBINS CONVEYING BELT COMPANY.
The Richardson Scale Company, of New
York, and the Robins Conveying Belt Com-
pany, of the same city, exhibit in conjunction
an automatic coal scale and belt conveyers.
The coal is delivered by the Robins belt con-
veyor to the weighing hopper of the scale.
The material is admitted into the weighing
bopper by a double swinging gate. This gate is
wide open at first, so that the coal runs through
at maximum flow ; when nearly the full weight
of the charge is run through, a cut-oft" is oper-
ated automatically by the increasing weight of
the weighing hopper. This reduces the stream
of coal very much, so that the balancing point
of the weighing hopper is approached slowly,
and there is no over-running in weight. When
the right weight has been reached in the
weighing hopper, the second cut-off is closed.
A lever, actuated by the cut-off, operates a lever
attached to the hopper which opens the bottom of the hopper
to dump it as soon as the correct weight is reached. After
the charge is dumped the hopper is automatically closed and
locked. The closing of the bottom of the hopper operates a
lever connected with the cut-off gates, causing them to reopen,
and so letting a new charge run into the weighing hopper, thus
completing the cycle of operations, which cycle is repeated as
long as the scale and conveyor are in operation. The action
is entirely automatic, except that where bituminous coal is used
a little power is needed to drive the feeding apparatus to en-
sure a flow of coal from the storage hopper into the weighing
hopper. The weighing hopper is fitted with a self-registering
device which records and totalizes the weighing.
The Robi ns conveyer illustrates the method of conveying and
storing coal in large power plants by the use of the Robins
conveying belt. There are three 16-in. belt conveyers equipped
with the company's patent automatic distributing tripper. The
belts of this conveyer are perfectly smooth, and are kept hollow
on top for coal conveying purposes by pulleys, which keep the
edges turned up.
BALDWIN LOCOMOTIVE WORKS
Baldwin-Westinghouse electric locomotives are exhibited in
the Electricity Building. There are three electric locomotives
and also faur electric motor trucks. One of the electric motor
trucks is the heavy type, built for the Interborough Rapid
Transit Company, of New York. This truck weighs 12,500
lbs. without motors, and is designed to carry a load of 25,000
lbs. This represents the extreme in heavy electric motor truck
construction exhibited, and in view of the great interest in the
New York Subway and its rolling stock, this truck will attract
general attention. A truck suited to average interurban work
is shown, which weighs 11,000 lbs. without motors, and is of
the type built for the Central Illinois Traction Company. This
truck is designed to carry a weight of 26,500 lbs. A still
lighter truck exhibited is one of a type supplied to the Twin
City Rapid Transit Company, of Minneapolis and St. Paul, fo."
city and interurban service. This truck weighs 6300 lbs., and
is designed to carry a weight of 18,000 lbs. A street railway
truck weighing 5300 lbs., and designed to carry a weight of
14,000 lbs., completes the truck exhibit. This latter is not of
the so-called M. C. B. type, but has swing bolster and equalizer
springs placed just outside the journal boxes. The electric
locomotives comprise two mine locomotives and one for surface
PART OF THE
A
BALDWIN LOCOMOTIVE WORKS' EXHIBIT, SHOWING MINING
ND DIAMOND BOW LOCOMOTIVES AND TRUCKS
haulage. The space occupied is in Block 3, Aisles A, B and S,
and adjoins that of the Westinghouse Electric & Manufactur-
ing Company. In addition, the company has an exhibit in the
Palace of Transportation in which thirteen late types of steam
locomotives are shown.
July 2, 1904.]
STREET RAILWAY JOURNAL.
23
THE EGRY AUTOMATIC REGISTER COMPANY
The Egry Automatic Register Company, which, in addition
to the manufacture of registers for mercantile houses, also
makes a register for receiving triplicate train orders on inter-
urban roads, has an exhibit in the Varied Industries Building.
By the use of this register the trainmen of an interurban car
THE DISPLAY QUARTERS OF THE EGRY AUTOMATIC REGISTER
COMPANY
can write the orders they receive from the despatcher in tripli-
cate, without any bother with carbon sheets. Two of these
orders, by the turning of a crank, are released for the use of the
motorman and conductor, and a third is run into a locked re-
ceptacle. The only work necessary to operate the register after
the writing of an order is to turn a crank which reels out the
motorman's and conductor's orders, leaving the third copy in
the register, as explained. This system is used on the inter-
urban railway lines of Des Moines and elsewhere.
BUCKEYE ENGINE COMPANY
A Buckeye engine, massive in its construction and beautifully
smooth in its operation, forms one of the units of the Intra-
mural Railway power plant in the Machinery Building. This
engine drives a 900-kw direct-current generator. The engine is
one of the company's standard construction. The cylinder
dimensions are 26^2-in. and 50-in. x 48-in. stroke. The speed is
100 r. p. m. Both high and low-pressure cylinders have tail
guides to take the weight of the piston head from the cylinder
walls. The valves are the regular Buckeye piston valves, which
give a very sharp, quick cut-off. The massiveness of this
engine can be understood when the following weights of some
of the parts are given: Low-pressure cylinder, 38,800 lbs.;
low-pressure guide block, 13,000 lbs.; high-pressure guide
block, 1 1,000 lbs. ; bed-plate (each ), 22,500 lbs. ; two cranks and
shaft, 56,775 lbs.; fly-wheel, 39,000 lbs. The governor is the
regular Buckeye shaft governor, which varies the cut-off by
revolving the eccentric on the shaft. A small model with valve
gear exposed shows the action of the Buckeye piston valves and
shaft governor.
THE SIMPLEX RAILWAY APPLIANCE COMPANY
The Simplex Railway Appliance Company, of Chicago, has
an exhibit in the Transportation Building devoted to bolsters,
springs and truck parts. The chief items of interest to electric
ANOTHER VIEW OF THE EXHIBIT OF THE BALDWIN
LOCOMOTIVE WORKS
railway men will be found in the parts of the exhibit showing
bolster construction.
WALTER A. ZELNICKER SUPPLY COMPANY
The Walter A. Zelnicker Supply Company, of St. Louis, has
in the Transportation Building an exhibit of two devices of
interest to electric railway master mechanics. One of these
HEADQUARTERS OF THE WALTER H. ZELNH KER
SUPPLY COMPANY
is what is called a "car mover," this being a device which is a
good substitute for a crowbar in moving dead cars. Although
it has heretofore been used mainly by manufacturing companies
in shifting steam railroad cars short distances on factory
sidings, it should be used to very good advantage in many elec-
tric railway car shops where it is desired to move motor trucks
short distances without making electric connection, or where,
for various reasons, the electric motor on the car cannot be used
to move it. In moving trucks from undar car bodies such car
24
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
movers ought to be time savers. Another device exhibited by
this company is a hydraulic wheel press of a rated capacity of
60 tons. This is a light press weighing only 1250 lbs., all sur-
plus metal having been eliminated. The hydraulic pump is
operated by hand. The press is mounted on truck wheels so
that it can be moved anywhere in the shop and taken to the
work if necessary. This company also makes
rail benders and track tools.
ALLI S-CH ALMERS COMPANY
The largest unit in the Machinery Building is
the 3500-kw Bullock three-phase generator, di-
rect connected to an Allis-Chalmers combined
vertical and horizontal compound condensing
engine. This engine is of the same type as in-
stalled in the Manhattan Railway power station
in New York, with the exception that one pair
of cylinders has been omitted. This engine has
a horizontal high-pressure and vertical low-
pressure cylinder. The high-pressure cylinder
is 44 ins., and the low-pressure cylinder 94 ins.
The stroke is 60 ins., and 75 r. p. m. The elec-
tric part of this company's exhibit was described under
the head of "Bullock Electric Manufacturing Company." It is
is swung up and held in a vertical position against the vesti-
bule by another spring catch. The rail and catches are all
neatly nickel-plated, to correspond with the finish of the stand-
ard hand rails on the cars.
On some of the company's older type of open-seat cars
wooden guard rails the length of the car are used, and Fig. 2
Street Ry.Jnum.il
350O-KW ALLIS-CHALMERS ENGINE AND BULLOCK GENERATOR
unnecessary to say that this large unit attracts attention pro-
portionate to its size, and there is a fitness in the fact that the
largest Corliss engine builder should be represented by the
largest Corliss engine at the Exposition. Machinery Hall, un-
like the other buildings at the fair, is not closed in the evening.
It is open until 11 p. m., and visitors in the evening will, con-
sequently, find the Allis-Chalmers exhibit at work, producing
current for lighting the grounds.
+++
LOS ANGELES RAILWAY CAR KINKS
The accompanying diagrams illustrate some interesting
features of the cars of the Los Angeles Railway Company, as
worked out by the company's master car builder, E. L.
Stephens. The general design of the standard car operated by
this company was illustrated and described in the Street
Railway Journal of April 9, 1904.
Fig. 1 shows a guard rail that has been adopted for the four
entrances of the standard California-type car. It is used to
close the passages on the left-hand side of the car. It consists
of a 24-in. iron pipe, 3 ft. long, threaded into a brass swivel
that is fastened to the inside of the vestibule frame, about 3 ft.
above the car floor. The free end of the pipe is given a double
bend, and is drawn down to a thickness of Y% in., as shown.
It fits into a 7-16-in. socket, and is held by a spring catch that
is easily released by the finger. When the rail is not in use it
FIG. 1.— GUARD RATE
shows the spring catch and end socket employed for this rail.
The views are self-explanatory.
Fig. 3 illustrates the design of a sand-box that has been in-
stalled on the cars operated on heavy grades. The box is built
Rn'l to lie mjji
of Oregon Tine
Top View
Side View Front View Back View
VIEWS OF CATCH
Street Ry. Journal
FIG.
-GUARD-RAIL BRACKETS
of No. 16 galvanized iron, and is mounted on the end sill of the
truck and on the fender top. The sand is discharged through
a brass Y, which has a partition, so as to equalize the flow of
the two branches. The sand pipes proper are made out of gas
Str. .-1 Ry.Journal
FIG. 3. — SAND BOX
piping, and one is carried to each front wheel of the truck. The
opening to the pipes in the bottom of the box is covered
normally by means of a triangular-shaped piece, shown in detail
in the drawing, which is keyed to the vertical spring shaft.
Rigidity is given to the top of the box by a J4~in. x 2-in. angle-
iron. This truck has been very satisfactory, and as it is
July 2, 1904.]
STREET RAILWAY JOURNAL.
25
mounted on the truck the sand is always well distributed on
curves.
One or two of the lines in Los Angeles have grades of 5 per
cent to 11 per cent, and the cars used are equipped with the
magnetic traction brake. As the air brakes had to be taken
off the car the ordinary hand-brake gear was also necessarily
FIG. 4— HAND-BRAKE
abandoned, and in its place Mr. Stephens designed the form of
hand brake shown in Fig. 4. This brake is very simple, and
has, as a special feature, the mounting of the end of the
equalizer bar on a bracket, which gives it opportunity to slip
back and forth in a slot as the position of the truck is changed.
"THE ACCOUNTING DEPARTMENT IS NOT A REVENUE-
PRODUCING DEPARTMENT"
BY W. B. BROCKWAY
At the beginning of the steam railroad, it is easy to believe,
judging by the experience of the electric railways in their
infancy, that in the small way in which tney had their rise,
various duties, which are now carried on by different depart-
ments, could be, and were, performed by one person, the
general manager being, no doubt, held responsible for the active
and detail work of the office as well as the operation of the
road. In time, the freight and passenger departments were
added, or rather their work was taken from the active duties
of the manager, and the accounting department also received
an official head and became a definite department. These re-
sults are most natural, because there is a limit to the amount
of detail work a man can do, and as the size of the roads in-
creased it had to follow that the work should be specialized.
It is very common to-day for the executive officer to understand
the detail of all departments, but he certainly cannot have the
time or the strength to be in immediate contact with all the
details. His duties are large, and he deals with principles and
results.
As the steam roads grew, the natural result was competition,
which meant that greater efforts had to be put forth to obtain
what was considered by each road to be its full share, or more,
of the business tributary to it.
In the course of events, with competition becoming stronger
yearly, there came the time of reconstruction. Many of the
roads were not provided for this additional strain. Whether
their unprepared condition was caused by lax accounting
methods or by high operating cost would make a very interest-
ing study. Be the cause what it may, the roads had to meet the
problem, in part, by rigid economy. The line of reasoning
followed at that time gave the basis that whatever department
produced revenue should not be restricted in its efforts, for
upon those efforts everything was supposed to depend. How-
ever, as the accounting department not only did not produce
revenue, but seemed to be expense only, it at that time and
since has felt the first effects of reducing expenses. It is curious
that office clerical work has always been considered almost as a
luxury.
It was a long time before the period of economy was over,
and all this time the accounting department was running short
handed, or with a force of cheaper priced (which is usually
another term for poorer quality) clerks. This meant little at
the time except that it was so much money saved, but what it
meant later is another story, for the reduced information from
the accounting department helped toward a misconception of
actual conditions, so that the results caused partially by a
"cheap" accounting department and its consequent weak sys-
tem, are found everywhere in the later history of American
railroading, and in the Federal courts.
The above is a preliminary sketch of causes and effects to
show how an idea, once taking root, may spread to conditions
not originally contemplated.
Many features of electric transportation, in operation and
finance, have been adopted from the steam railroad practices
passing current at the time. This applies principally to the
methods of organization, the financial plans, and the operation
of interurban properties. This is natural, as steam railroads
had had nearly sixty years of experience when electricity com-
menced to revolutionize urban travel. Conditions not being
similar in all details, changes have been made to conform to
the new environment.
It is not strange, then, that at the same time some of the
axioms of the old should be brought over to the new system.
But it is to be regretted that the trite saying, "The accounting
department is not a revenue producing department," should
have been adopted with the old meaning, and not adapted to
the new conditions, for as it reads, it contains, by the inter-
pretation of custom, a sort of criticism which should not exist.
For instance, the claim that "bookkeeping" is necessary but
should be made as cheap as possible, carries a meaning to the
word "accounting" quite at variance to its true meaning as
distinguishable from the word "bookkeeping." The statement,
as it stands, is true. It is not a revenue-producing department,
but it occupies a position unique in its importance, because the
whole organization other than the accounting department may
be considered as the manufacture and sales departments, and
they cannot know the producing costs or the actual profit with-
out careful accounting. Estimations are not to be thought of as
finalities.
It follows, then, that accounting is of prime importance, and
should be thorough and accurate, that the results of carefully
executed plans of the operating departments, for the increase
of revenue and decrease of cost, may be given promptly and
be dependable.
Statements of the accounting department are the basis for
changes in operating plans, and frequently affect market values
of the securities of the company ; presidents, managers and in-
vestors are placing their reputations and profits in the balance
with operating results. It is important, therefore, that the
department which brings out the statements should be as care-
fully organized as any other part of the whole, and not be
in the hands of an auditor who is "small," "narrow" and
"cheap," and with all that cheap usually means — with clerks
under him costing less and worth less. It is economy in initial
outlay, but it is not warranted in the results.
It is proper to include the work of the treasury department
as a part of the subject under discussion, because, at the present
time, few companies are large enough to separate the two ;
therefore, the matter assumes new importance, or rather, its
importance is accentuated. It is folly not to surround the
handling of money with all possible system and safeguards.
This is held to be true the world over, yet the most essential
part of any system is the human part, and too great care cannot
be devoted to it.
While conceding that the department is not revenue produc-
26
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
ing, the writer wants to point out wherein that does not destroy
its importance, and to show its functions in their true light.
Experience has brought out certain headings, under which are
gathered the different items comprising income and disburse-
ments of the company. The dollars and cents shown under
these heads mean to the management that certain things have
been done. Shrewd experience transforms these figures into
the things done, and from this experience plans are made for
the immediate present and the future. If, in the accounting
department, inexperience, being cheaper, is substituted for
experience, which is more expensive, the result to the operating
and financial statement, which is of so much importance, is not
difficult to imagine. Indeed, receiverships have resulted from
misstated and misunderstood statements.
In view of the analysis that is possible when statements are
intelligently prepared, there is much evidence that electric, if
not steam, railway interests are recognizing the truth of the
substitute axiom, "The accounting department is a revenue
saving department," which is more fair to the department and
not easily misunderstood.
The next important step which the modern organization must
take sooner or later, and it has already begun, is to so separate
the accounting department from the rest of the organization,
by having its head report direct to the president, that it will
be relieved of the restraint that has often neutralized its
efficiency when controlled by a "record-making" administration.
Accounting is so vital that nothing should be allowed to divert
its accuracy.
One thing may be thoroughly relied upon, accurate account-
ing, as the work of an experienced railway accountant, wilL
always provide the opportunity for intelligent operation and
for financial security, so far as it depends upon the story of
conditions.
♦ ♦♦
TERMINALS IN ELECTRIC TRANSPORTATION
BY H. S. KNOWLTON.
( >ne of the most important problems now under considera-
tion in the transportation world is the question of securing
adequate terminal facilities in large centers of population.
With the steam roads the problem is being worked out to-day
on a larger scale than ever before. The projects of the Penn-
sylvania Railroad in New 'York and Washington; those of the
New York Central for its metropolitan suburban service ; the
new Lake Shore and Rock Island station in Chicago; the im-
provements at Seattle and Omaha ; the Union Station at St.
Louis, and, going a little farther back, the North and South
terminals in Boston, together show that many millions of
dollars have been invested in terminal construction during the
past decade. Electric railways have, until recently, not felt the
need of terminal stations in the handling of their traffic, except
in the largest cities. Their evolution from horse-car lines
insured a long period of immunity from embarrassment in
disposing of passengers at the ends of routes, and the freight
business — small to-day — amounted to practically nothing. As
city systems increased in size, however, some form of terminal
became necessary in congested districts, and this need found
expression in the building of such structures as the Union
Loop in Chicago, the improvement of the trackage at the New
York end of the Brooklyn Bridge, and the establishment of the
Park Street loop station in the Tremont Street subway at
Boston. Probably the most famous electric railway terminal
thus far in operation is the Charlestown station of the Boston
Elevated Railway Company, at Sullivan Square, placed in
service in 1901. Even this superb building is a way station,
strictly speaking, with a transfer business between elevated and.
surface lines that far exceeds any purely terminal traffic which
it handles.
Important as these terminals are as distributing and transfer
points, they suffer in the matter of approaches to an extent
seldom encountered in steam railway practice. It is a great
advantage for the steam road to be able to carry its passengers
over a private right of way to the terminal station in the heart
of the city, at speeds of at least 10 m. p. h. to 20 m. p. h. —
something which the electric line cannot do, because of its
street occupation. Often a quarter of the running time be-
tween two cities connected by an electric interurban railway is
eaten up in city running. The remedy is seldom the purchase
of private rights of way in the cities, for this is pretty sure
to be an absolutely prohibitive expense to an electric road. It
lies rather in high speed outside the towns and in entering them
by less congested routes.
As electric raihvays have expanded, from purely local to
suburban, and, finally, high speed interurban lines, there has
grown up the need of establishing stations for passengers at
various points along the routes. Unfortunately, but little atten-
tion has thus far been paid to city accommodations, with a few
exceptions in the Middle West. While it is evident that any-
thing like the elaborate stations of steam roads is utterly beyond
the requirements of electric systems, the need will be admitted
of some sort of terminal station on lines which do an exten-
sive interurban business. An operating system must have
offices somewhere, which should contain posted information as
to time-tables, fares, transfers, etc., and especially a place of
shelter for passengers who are obliged to wait for the cars.
It is not necessary that this terminal be located upon the most
crowded thoroughfare ; in fact, the placing of such a station a
little to one side of the heart of the business district means
much in convenience to both the railway and its passengers.
The track layout is entirely dependent upon the area at hand
and the volume of traffic to be handled in rush-hours. Short
headways demand loops if the most efficient service is to be
secured, while stub tracks answer the purpose if the traffic is
light and space limited. The loop is the more flexible, per-
mitting the use of "single-ended" cars, which always face the
same way, and in enabling more business to be handled in a
given time. In Denver, even a cemetery line terminates in a
loop, which greatly facilitates the operation of cars upon their
arrival at the grounds. The question of convenient transfer
to city lines is likewise important.
The electric railway terminal is soon to receive the con-
sideration which it deserves from the traffic standpoint, and
the next few years will doubtless record the construction of
many such aids to transportation.
♦♦<
AN INTERESTING FORM OF STREET RAILWAY ADVERTISING
It cannot be said that the practice of advertising is prevalent
in street railway operation, but the belief that it is a profitable
plan is gaining ground and its importance is coming to be felt.
Even where there is no competition, additional travel may be
induced by careful and judicious advertising of a line and its
advantages, and upon any road the attractive features of the
suburban or park runs should be kept before the public. Espe-
cially is the latter true of interurban lines.
On the opposite page are shown two interesting advertising
placards that have been issued this spring — one by the Boston
& Worcester Street Railway Company and the other by the
Public Service Corporation, of New Jersey — to illustrate the
character of the country passed through and also show the
various towns reached by the system, directly and by connec-
tions. The cards are designed to resemble bird's-eye views,
and in both cases, the original is beautifully colored; the
various cities and towns are shown in red, the farming lands
and country in green, and the numerous lakes and rivers are
in light blue. In the Boston & Worcester map typical views
of the exterior and interior of one of the standard high-speed
28
STREET RAILWAY JOURNAL. [Vol. XXIV. No. i.
closed cars of the system are shown in the small views in the
corner, while the Public Service map bears the imprint of the
company.
Both circulars are issued in folder form for general distri-
bution, and in the case of the Boston & Worcester, also in
placard form, upon heavy cardboard for hanging up in local
stores, barber shops, etc. The inside of the Public Service
folder contains information of the routes. In both folders the
original size is 8 x 30^2 inches.
AUTOMATIC LUBRICATOR FOR MOTORS AND AXLES
The important problem of efficient and economical lubrica-
tion of railway apparatus has been given careful study by the
Standard Automatic Lubricator Company, of Philadelphia,
Pa., the result being the production of an automatic lubricator
for motors and axles which enjoys considerable popularity on
a number of electric rail-
ways. In the accompany-
ing cut this lubricator is
shown in position on a
grease box of an arma-
ture cap. The application
to the motor is very quick-
ly and ' easily made by
means of an expanding
washer, the proper size of
washer being supplied
when the number and
make of motor is known.
'I"he feeding is caused
wholly by the action of
the motor, no oil being
fed when the motor is not
running. The ball is held
to an upset valve by a
rigid spring with an adjustable tension. When properly set
the vibration of the motor causes the ball to leave its seat suf-
ficiently to allow minute quantities of oil to exude. The flow
is slow and continuous, and can easily be regulated by the ten-
sion taker when necessary. It is stated that this lubricator
has effected immense savings in lubricant and in the life of
bearings and axles, and that it will prevent armatures from
going down for the want of proper lubrication. No attention
is required other than the refilling, which is not oftener than
twice a month on a car averaging 200 miles a day.
♦♦♦
AUTOMATIC LUBRICATOR
THE ANNUAL CONVENTIONS OF THE RAILWAY
MECHANICAL ASSOCIATIONS
The two important and well-known railway mechanical as-
sociations, the Master Car Builders' and the American Rail-
way Master Mechanics' Association, have recently closed their
annual conventions, in which important work was accom-
plished in the reports of committees of investigation, adoption
of standards, and individual expressions of opinion by the
members. The combined conventions were again held at Sara-
toga Springs, N. Y., with headquarters at the Grand Union
Hotel, as has been the case for the past six or seven years. The
meetings of the Master Car Builders' Association were held
from June 22 to 24, inclusive, while those of the Master Me-
chanics' Association took place from June 27 to 29, inclusive.
In spite of the fact that the work of these associations re-
lates specifically to steam railroad operating conditions, several
important topics were taken up which will be of special interest
to street railway operating officials. The report of a special
committee of the M. C. B. Association upon "Standard Loca-
tion of Third-Rail for Electrical Operation" is of importance
in providing for a location of the third-rail which may be re-
garded as a summation of the best practice of to-day ; recom-
mendations were made for what may be considered a standard
in future work. This report was based upon the investigations
of the engineers of the New York Central and Pennsylvania
steam railroads, which are preparing to install electric traction
upon the New York City terminals.
A feature of the opening of the conventions was an address
to the members by H. H. Vreeland, president of the New York
City Railway Company. His remarks, which were presented
in abstract in last week's issue, were very timely, and were
very favorably received by the steam railroad officials, in view
of the early application of electric traction to so many of the
branch lines and to some terminals of important steam
railroads. Mr. Vreeland referred to his extensive and valu-
able experiences in the development of the electric traction
problem in New York City, and his remarks were of particular
interest, as he, being a former steam railroad man, viewed the
problem from the practical operating standpoint, which is there
found so essential for a successful development of such
problems.
Important tests upon brake shoes and couplers were reported
upon, and the important subject of draft rigging came up for
further investigation and study. Many standards in car build-
ing were considered ; an important paper along this line was
presented by William Forsyth upon "The Use of Steel in Pas-
senger Car Construction."
AUTOMATIC TROLLEY-ESCAPE ALARM
The accompanying diagram shows the operating details of an
automatic trolley-escape apparatus, manufactured by Henry
Kremnitz, of Leeds, England. This arrangement is extremely
simple and can be fitted by a mechanic to any standard. An
*> In connection with;
Outside Spring
Standard.
f J Boll
Street Ry.Jonrn.il
DETAILS OF AUTOMATIC TROLLEY ESCAPE ALARM
electric bell is installed at each end of the car. Wiring from
these bells passes through the head of the standard, and as soon
as the wheel leaves the wire a contact is made which rings the
bells, thus giving the alarm to both motorman and conductor.
Although trolley catchers and retrievers are used very ex-
tensively to avoid accidents of this nature, Mr. Kremnitz be-
lieves that such devices are not absolutely reliable, especially on
rough roads, where the trolley wire is not always at the same
height above the roadbed ; again, if the car should be going
down a grade the motorman would have no means of knowing
immediately that the wheel had left the wire unless the car is
fitted with an automatic alarm, such as the type described.
July 2, 1904.]
STREET RAILWAY JOURNAL.
-)
NEW FORM OF TROLLEY BASE
The accompanying illustration shows a new form of trolley
base for double and single-deck cars, which is being manu-
factured and sold by Harper, Phillips & Company, Ltd., of the
Albion Foundry, Eastgate, Grimsby, England. This device is
of cast-steel throughout, and all the parts are interchangeable.
The total height, when compressed, is 5^ ins-, though this firm
also manufactures another design of trolley base which has a
total height of only 4 ins. from the underside of the base plate.
TROLLEY BASE FOR SINGLE AND DOUBLE-DECK CARS
By an ingenious arrangement of the support centers an equal
pressure on the trolley wire at all working angles is secured,
and it is claimed that with the springs acting directly under the
trolley pole it is much more sensitive than is the case where the
pressure is conveyed through bearings. Ball bearings are used
at both the top and bottom of the vertical sleeve, and a ready
adjustment of the tension can be made. Only one lubricator
is necessary to oil all of the bearings, and the design in general
allows of a most perfect insulation.
AUTOMATIC BAND RIP-SAW
The automatic band rip-saw shown in the accompanying
illustration has been designed by the J. A. Fay & Egan Com-
pany, of Cincinnati, Ohio, who particularly recommend it to
car builders, mill own-
ers and other wood-
work e r s who have
stock that requires
heavy framing. It is
safe to operate, a very
small kerf is removed,
wide or thick ma-
te r i a 1 easily ripped,
and but little power
is required to accom-
plish the work, the
table is always at
standard height, and
its rolls are close to-
gether, allowing short
pieces to be easily fed.
The adjustment of
fences and rolls can
be made quickly. The
machine is admirably
adapted to reducing
large timbers to smaller dimensions, ripping wide lumber into
strips of varying widths, resawing from the side of a timber
and other light work.
The straining device, which controls the upper wheel and the
path of the saw blade on the face of the wheels, is very sensi-
AUTOMATIC BAND RIP-SAW
tive. No'matter what the vibrations are the strain takes up the
slack in the blade instantly, thus adding wonderfully to the
perfect working of the machine, and lengthening the life of
the saw blades.
The lower wheel is solid, lessening the circulation of dust and
giving itself increased momentum so that its speed governs the
upper wheel and prevents it from overruning the lower. The
machine has three feeds, and powerfully-driven feed rolls in
and above the table, and by a single movement of a lever con-
venient to operator the machine can be instantly changed to a
hand-fed rip-saw, or instantly stop the feed.
AUTOMATIC TROLLEY CATCHER AND RETRIEVER
The high value of trolley catchers and retrievers in eliminat-
ing some of the causes of expensive accidents, injury to over-
head equipment and the numerous annoying stops due to the
pole leaving the wire, has long been recognized by practical
railway men, the only problem being the selection of the best
type of such apparatus. An efficient catcher and retriever must
be of simple, compact and rugged construction, light in weight
and easily detachable for transferring from one end of the car
to the other, and must be absolutely reliable under the most
severe operating conditions.
In compliance with these conditions an automatic trolley
catcher ancLretriever has been perfected by Thomas B. Shana-
han, president of the Shanahan Trolley Specialty Company, of
Little Falls, N. Y., and for the past ten years master mechanic
of the electrical depart-
ment of the Fonda, Johns-
town & Gloversville Rail-
road, Gloversville, N. Y.
In this position the neces-
sity for some mechanism
that would control the
trolley pole became very
apparent to Mr. Shana-
han, and after much ex-
perimenting he invented
the mechanism show n
herewith. The device is
entirely automatic in ac-
tion. The instant the
trolley leaves the wire
it is pulled down from 2
ft. to 6 ft., as may be de-
sired, and held there until released. It is stated that it in-
variably performs its work regardless of speed or weather con-
ditions. The trolley is easily replaced on the wire by pulling out
sufficient rope and resetting the machine. The motive power
of the retriever is a large spring, which can be adjusted for
any desired tension.
Only one catcher and retriever is needed for a car. Two
bases are furnished with each retriever. These are attached to
the car ends, and by using a small locking lever the retriever
can be taken from one end of the car to the other without the
use of tools.
AUTOMATIC TROLLEY CATCHER
AND RETRIEVER
Agreements have been entered into by the St. Louis, St.
Charles & Western Railroad, of St. Louis, and the American
Car Telephone Company, of Grand Rapids, whereby the line
of the former company is to be equipped with a telephone sys-
tem so constructed that passengers aboard any car may, while
traveling, be in direct communication with persons in St.
Louis. The St. Louis, St. Charles & Western Railroad is the
first line to be so equipped. In each car will be installed a tele-
phone connected by means of a patent trolley wheel, with a
telephone wire above the car leading to the St. Louis Exchange.
3°
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
THE WEST1NGH0USE NO. 200 RAILWAY MOTOR
The Westinghouse Xo. 200 railway motor has been designed
to meet the demand for a motor of thoroughly sound con-
struction and medium power, for service on cars of moderate
speed and seating capacity. It embodies all the advantages of
the most modern practice, and is the outcome of long experience
in electric traction. The salient points of the No. 200 motor are
outlined in the following description :
The magnetic yoke of the field magnets is formed by a cast-
steel casing, which further serves to protect the vital parts from
MOTOR, VIEWED FROM AXLE END
mechanical injury. The four pole-pieces, built up of steel
laminations, are each fastened to the yoke by two bolts, and rest
on machined surfaces inside the case, ensuring an efficient mag-
netic circuit. The nuts for the pole-piece bolts are sunk in re-
cesses in the casing.
The field coils are of high conductivity copper, wound on
1 1 1 1 I I II 1 M II II 1 1 1
WESTINGHOUSE
No.
200 TRAMWAY
MOTOR.
\ppro>
. Performance
Ctirvcs.
1
s
t
20
iOO
it
9o
ft
1 —
lb
to
/<•
7°
<>
y
/I
60
y
/O
So
a
I
6
io
/
no
/
i
to
O 10 SO JO fO SO CO 70 OO 3o
SOME CHARACTERISTIC PERFORMANCE CURVES
moulds, and thoroughly insulated with fullerboard and mica,
taped and varnished. The external connections are made by
long flexible conductors passing through the case in insulated
bushes, which prevent chafing of the insulation. A terminal
sweated on with a special clip contact provides for connection
to the cable leads. This method dispenses entirely with the
making of connections inside the motor casing.
The armature is of the drum-wound type with slotted core.
The core and windings are so spaced as to afford ample ventila-
tion when the armature is revolving. A constant circulation of
air is kept up, and the temperature of the whole material of the
motor is thereby equalized. The armature coils are of copper
strap, formed to exact shape and size on the metal moulds, and
then insulated and grouped in sets of three. Each set is en-
cased in a stout insulating cell of fullerboard and mica, and the
whole is then taped and varnished. The complete coils are so
shaped as to slip easily into the slots, without using undue force.
Thus the insulation remains uninjured during winding. Three
steel wire bands serve to retain the coils in their places in the
slots. These band wires are wound in grooves in the core, of
such depth that the wires do not project above the surface.
The maximum clearance is thus available to allow for eccen-
tricity of the armature in the field caused by wear of the bear-
ings. Moreover, should undue wear allow the core to touch the
pole faces in revolving, the band wires, being sunk in grooves,
are protected, and will not break and allow the armature coils
to be thrown out. The ends of the coils, clear of the field poles,
are further secured by two bands of steel wire, which prevent
coil spreading in case an excessive speed should be attained.
The complete armature weighs 396 lbs.
The brush holders are securely bolted to the upper half of
the field casing, and thoroughly insulated from it. They can
be readily withdrawn at any time after the removal of one nut.
The commutator is built of 111 segments of hard-drawn copper,
insulated from each other by mica sheets. The large diameter
gives ample cooling surface, while the generous depth of the
segments permits of a wide margin for wear. Further, the
great number of segments lowers the potential drop between
adjacent bars, thus favoring sparkless commutation.
RAILWAY MOTOR, OPEN
A large rectangular opening in the upper half of the motor
casing provides access to the commutator and brushes. This
aperture is closed with an iron lid secured by two bolts ; a close
fit being ensured by a thick felt insertion. Just beneath the
commutator a hand-hole is also provided, which allows access
July 2, 1904.]
STREET RAILWAY JOURNAL.
3'
to the lower casing, and permits the removal of anything which
may have dropped into the case. Inspection of the armature
clearance is allowed for by the. provision of two small holes,
one at each end of the field yoke. The casing being in halves,
hinged together along the side remote from the car axle, the
armature or any part can be examined by dropping the lower
half of the casing, thus completely opening up the motor.
The armature bearings are placed directly in the motor
casing, and a long bearing surface is secured without unduly
increasing the width of the motor by a special design of wiper
ring, which projects well inside the case. The method of
lubrication adopted allows the use of either oil or grease, or
both, at will. The large size of the wiper rings entirely pre-
vents the grease finding its way along the shaft onto the arma-
ture and commutator.
The gear case is divided horizontally and bolted securely to
the motor case, so that the lower half can be removed without
disturbing the upper half. The gears are of cast-steel, and
can be lubricated through a small opening in the upper half
covered by a spring lid. The pinion is of forged steel, taper
bored to fit the armature shaft, to which it is also keyed. The
pinion and gear have a 5-in. face, and the standard gear ratio,
used with the No. 200 motor, consist of a fourteen-tooth pinion
and a sixty-eight-tooth gear.
The total weight of the motor, complete with gear and gear
case, is 2080 lbs. Its principal dimensions are: Commutator,
length, 2^4 ins.; diameter, 8V2 ins.; armature diameter, 13 ins.;
bearings, pinion end, 8 ins. x 3 ins. ; commutator end, 6 ins. x
3 ins. ; axle bearings, adapted to any axle, from 3^-in. to
4l/2-in. diameter.
Fig. 3 shows approximate performance curves for the No.
200 motor at 500 volts. Should a motor of power slightly dif-
ferent to that indicated be required, the capacity can be varied
to meet the requirements.
♦ ♦♦ -
DELTABESTON MAGNET WIRE
As so many serious accidents in electrical work are due to
defective insulation, any notable improvement in insulating
material is worthy of careful attention. While asbestos is one
of the most reliable insulators known, its extended use is im-
practicable, because it is too bulky. Insulation manufacturers
have endeavored, therefore, to find a product that would possess
the good qualities of asbestos and yet require little space.
Among others, the D. & W. Fuse Company, of Providence,
degs. C, cotton-covered wire will in time char to gn extent that
will break down its insulation. It was further ascertained that
at 199 degs. C. cotton-covered wire began to smoke in 20 sec-
onds. At 239 degs. C. it was distinctly discolored in 50 seconds,
and complete carbonization had taken place at 245 degs. C. in
2 minutes and 15 seconds. These temperatures are, of course,
excessive, yet they show how little time is requird to ruin the
field or armature windings on a railway motor, when sub-
jected, as they are, to frequent overloads. Deltabeston wire,
COIL OF DELTABESTON WIRE
tested under the same conditions and current, is said to be abso-
lutely unaffected. An interesting comparative test of the prop-
erties of the two wires is shown by coupling two pieces together
and subjecting them to the same current, resulting in the com-
plete destruction of the cotton insulation without affecting the
Deltabeston wire in the slightest. Further, the latter wire
has been run at a dull red heat representing a temperature of
about 600 degs C. without its insulation being destroyed. From
this it will be seen that this abnormal temperature rise will not
affect its insulation disastrously, and since the temperature rise
in any motor or dynamo is limited by the sparking limit of the
commutator, it will at once be seen that under no operating
conditions can the temperature be brought to a point sufficiently
high to cause the break-down of this remarkable insulation.
This wire has been given the most exhaustive tests, and it
is used in a large number of railway motors with very satis-
factory results. At the present time it is made in any size from
No. 4 to No. 18 B. & S. gage.
The manufacturer would caution those who attempt to wind
coils with this wire that ordinary methods of clamping in order
to secure tension do not give very satisfactory results, although
they can be employed. The device and methods shown in the
accompanying diagram are recommended instead. The princi-
Wire to Coi/
wt
W/re ^rom reef
/eac/s on fon/gh G/c/e
'Sec Hon o fDrag Whee/
STECIAL APPARATUS FOR WINDING COILS OF INSULATED WIRE
1\. L, conducted numerous experiments and finally succeeded in
producing its "Deltabeston" magnet wire.
This wire is insulated with practically pure asbestos, treated
in such a manner that its insulating" properties are exceptionally
good, and, at the same time, its remarkable resistance to heat
saves it from any injury due to temperatures likely to occur in
commercial service. The thickness of this insulation is said to
compare very favorably with that of double-cotton insulation.
The following comparison of the heat-resisting properties of
cotton-covered and Deltabeston wire will be of interest.
Investigation showed that at a temperature of about 147
pie involved is that of coiling the wire three or more times
about the periphery of a geared wheel, the surface of which
is higher on one side than on the other, taking special pains to
feed the wire from the reel on the high side and draw it off
the wheel from the low side, then letting it pass to the former
on which it is being wound. A special brake attachment is
also provided, by which the tension can be adjusted through a
wide range without injuring 01 marring the insulation. For
trial purposes it is, of course, unnecessary to procure this
device, but those who purpose using this wire to some extent
will find it very satisfactory.
32
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
THE OECHELHAUSER GAS ENGINE
The large gas engines at present in use may be divided into
two classes. First, those in which the working cylinder itself
serves as a charging pump, i. e., the so-called four-cycle engines,
and, second, those which are provided with separate pumps for
charging the working cylinders, i. e., the so-called two-cycle
engines. Engines of the latter class again may be sub-divided
into two groups: (a), those in which the charge is admitted to
the working cylinder by means of valves, and (b) those in
which the admission of the charge is controlled by a second
piston. The engine of the last group, which has found the
most general use in Germany, is that built under the von
Oechelhauser patents, and which is generally known outside of
Germany as the Borsig gas engine. Many of these engines
have already been in use for a number of years, and have been
found suitable for all purposes, whether as blowing engines,
rolling mill engines, or for electrical generation.
By the employment of a pair of pistons, working in opposite
directions as in the Oechelhauser motor, it is claimed important
advantages are attained. Chief among these is the perfect
balancing of all reciprocating parts, in consequence of which
the foundations and foundation bolts and plates of the engine
can be kept comparatively light, such as is not the case with
a gas engine having only a single system of reciprocating parts,
the latter has sunk to that of the atmosphere, the piston K2
opens the ports 67, through which pure air enters the cylinder
and sweeps out the waste gases. Hereupon the piston K2 opens
the ports Cg, allowing gas to enter the cylinder and mix with
the air likewise streaming in, whereby the explosive mixture
required for a new working stroke is formed. This mixture is
compressed during the return strokes of the tv/o pistons, and on
the cranks reaching their inner dead points it is fired by means
of several electric igniters. Thus a working stroke is ob-
tained at every revolution of the crank shaft.
The so-called charging spaces, Rl and Rg, for air and gas,
respectively, are refilled during the compression and working
strokes by me^is of a charging pump, L, located behind the
cylinder, so that on change of direction of the stroke there is
always a fresh charge under a low pressure (about 0.3 to 0.4
atmospheres, or 4 lbs. to 6 lbs.) ready to enter the cylinder.
In order to prevent gas from entering the exhaust ports, the
motor is so constructed that while air can enter the charging
space for gas, no gas can enter the charging space for air.
The front piston acts directly upon the middle crank-pin of the
three-throw crank shaft, while the rear piston acts upon the two
outside crank pins by means of a cross-head and connectiong
rods.
It may be here remarked that in ..he Oechelhauser motor
there are no valves located in the firing chamber, so that
FIG. 1. — VIEW OF EXTERIOR OF OECHELHAUSER GAS ENGINE
where there is always danger of the engine, especially if of
large dimensions, working loose and jumping.
A further result of the good balancing secured in an engine
provided with pistons working in opposite directions, is a
favorable tangential pressure diagram, whereby the moment
for the fly-wheel required is comparatively small, and can be
reduced to a minimum by constructing the motor as a twin
tandem engine. Owing to the doubled stroke of the pistons, the
diameters of the cylinders are also very small. For instance,
the largest single-acting four-cycle gas engine as usually con-
structed, having a cylinder diameter of 1300 mm (51 ins.) and
a piston stroke of 1200 mm (47 ins.), will develop 700 hp at a
speed of 90 r. p. m., while an Oechelhauser motor of the same
size would develop four times this power, viz., 2800 hp, i. e.,
double the power of a double-acting 4-cycle engine of the same
size.
The cylinders are very easily accessible. After the with-
drawal of the rear piston the cylinder can be entered at once
and cleaned, should this prove necessary on any occasion.
The method of working of the engine is as follows : As is
shown in Fig. 2, two pistons, K1 and K2, work in opposite
directions in a long cylinder open at both ends, and provided
with ports Ca, CI and Cg- During their travel in the outward
direction the pistons uncover the ports consecutively, whereby
the different phases of the cycle are effected. The piston K1
first opens the longer ports Ca, and allows the still compressed
products of combustion to escape. As soon as the pressure of
choking is not to be feared, and safe working is ensured even
in cases where, through the entry of dust and dirt, motors of
other types would be likely to get out of order. The three-
throw crank offers no difficulties, and is at least as safe as any
other multiple crank shaft. Several of these shafts have been
examined and calculated by Professor Meyer, of the Royal
Technical Institution, at Charlottenburg, Berlin, and his calcu-
lations show that they are fully equal to all requirements.
The accompanying illustrations show the engine originally
built for the World's Fair at St. Louis by A. Borsig, of Tegel,
Germany, who, however, for certain reasons, has felt com-
pelled to withdraw the machine from exhibition. For constant
service the horse-power of this engine is 1500 average and
1800 maximum, at 90 r. p. m. ; during limited runs the horse-
power developed may be as high as 2200. The cylinder is 1100-
mm (43 ins.) diameter and of 1350-mm (53 ins.) stroke. The
length of the engine over all is 21.7 m (71 ft.) net, and the
width over all, without the dynamo, 8.5 m (28 ft.). The weight
of the engine, including fly-wheel, amounts to 325,000 kg
(147,730 lbs.). The degree of irregularity of the fly-wheel
is 1/90. The number of revolutions of the engine per minute
can be increased or decreased by 5 per cent, with the aid of <.
spring balance.
As will be seen from the illustrations, the engine is very rigid
in all its parts. The position of the cylinder is centered into
and secured to the main frame, which is built of heavy parts,
thus a good alignment is effected. At the other side the.
July 2, 1904.]
STREET RAILWAY JOURNAL.
33
cylinder rests freely on the base plates, just as is ordinarily the
case with steam engines; in this manner the engine is rendered
more easy to inspect, and the engineer can get access to all
parts. Stair-cases and galleries are arranged wherever de-
sirable.
All the wearing surfaces are very ample in size, and for the
sake of safety, all the cross-head guides and main bearings are
provided with water-cooling
devices. The pins of the crank
shaft are bored longitudinally
and tubes led in for power
lubrication, besides which the
usual centrifugal lubricators
are employed. All the other
parts are, as far as possible,
lubricated from central places.
The main bearings are oiled
on the circulation system.
Drip cups, oil catchers and
splash guards are provided
wherever necessary.
The charging pumps are
arranged under the engine house floor, one behind the other,
on one side of the fly-wheel. In designing these pumps special
care has been taken to reduce the driving power required to a
minimum, by employing valves of ample area, so as to affect
the admission of the gas, the quantity of air flowing in through
the air openings is in proportion to the volume of gas, so that
the explosive mixture formed is such as can always be easily
ignited. For this reason a return valve is also provided in the
air pipe, so that the pressure of the air may be somewhat varied
also the same as with the gas supply.
Tn the case of an engine running with a light load, the mix-
FIG. 2.— SEMI-SECTIONAL PLAN VIEW, SHOWING PISTONS WORKING IN OPPOSITE DIRECTIONS
ture at the igniting device might be too poor, since, owing to
the arrangement of the inlet slots in the circumference of the
cylinder, the gas might be too much distributed within the
cylinder. For this reason an annular sliding valve, controlled
by the governor, is provided above the inlet
slots. This slide moves very easily and cannot
get rusted down, as during working of the
charging pump, a small quantity of oil is con-
tinually being carried over, and settles on the
wearing surface of the slide, thus keeping the
latter well lubricated. This annular slide is so
adjusted as gradually to close the slots opposite
to the igniting device, as the load on the engine
decreases, so that only a few small openings
are left for the admission of gas when the en-
gine is running without load. The gas in the
latter case thus enters the cylinder very slowly, and mixes only
with the nearest particles of air, without becoming distributed
over the large cylinder space. The pistons drive this explosive
mixture to the igniting device, whereby safe and regular com-
FIG. 3.— INDICATOR DIAGRAM FROM BORSIG GAS ENGINE
the efficiency in the least possible manner. The method of
arranging the charging pumps immediately below the cylinders
has been adopted, owing to its having been found that the
charges can be admitted to the cylinders much more smoothly
FIG. 4.— PLAN OF OECHELHAUSER GAS ENGINE
and reliably, if both the air and the gas are stored up in the
immediate proximity of the cylinders.
The motor is governed by the quantity of gas admitted, being
regulated by the pressure in the so-called charging space in
front of the cylinder. This is effected with the aid of a re-
turn valve, controlled by the governor, the excess of the gas
drawn in by the pump being returned to the suction pipe before
the beginning of the compression in the pump, whereby no
useful work is wasted. It is only necessary to see that during
bustion is ensured. To prevent in-rush of air, after the gas
slots have been closed, whereby the explosive mixture would be
impaired, the air inlets, which are of ample size, are provided
with an annular slide, which is so adjusted by band that at the
moment when the gas slots are closed by the piston the air
inlet is completed also. As regards the regulation of the motor
it should be noted, as above mentioned, that all the valves are
placed outside the engine proper, so that they do not come into
contact with the fire.
34
STREET RAILWAY JOURNAL
[Vol. XXIV. No. i.
-DETAILS OF GOVERN-
ING APPARATUS
The motor is started in the usual manner, with the aid of
compressed air. The gear of the starting valve is so con-
nected with that of the igniter that the starting valve can only
be opened when ignition takes place at the dead point, so that
premature ignition and consequent recoil of the motor on start-
ing is avoided. This device will be described below.
In October, 1903, Professor Meyer, at the request of the
manufacturer, A. Borsig,
of Tegel, conducted some
careful tests with a500-hp,
single-cylinder gas-blow-
ing engine for blast fur-
naces. The motor was
worked with coke-oven
gases, containing on the
average 3300 calories per
cubic meter. Originally
the motor was destined to
be driven with blast fur-
nace gas, and in view of
the richer coke-oven gas
being used, had to be re-
constructed as far as pos-
sible. Thus, a special gas
pump was added, and the
original charging pump,
designed to pump gas on one side and air on the other, was
modified for the air supply exclusively.
These alterations, however, rendered the quantity delivered
excessive, so that a not inconsiderable amount of air had to be
blown off through a valve. Thus more power was spent in
driving the pumps than would otherwise have been necessarv.
In spite of this fact, however, the results in respect to the
amount of gas consumed were most favorable. The average
consumption of heat per hour 1 hp developed in the working-
cylinder amounted for both trials to 1660 cal ories, that is to say,
38 per cent of the heat was utilized. The pump work amounted
to 10.3 per cent of the indicated work. It is probable that in the
case of a pump properly constructed from the first, the power
consumed would still more favorably compare with that de-
veloped, and would be reduced to about 8 per cent. The con-
sumption of cooling water was equally favorable, only amount-
ing to 27 liters (7 gals.) per electrical horse-power.
1 he engine comprises several interesting constructional de-
tails, which it may he worth while to describe here. In the first
place there is the automatic suction and discharge valve, which
is employed for the charging pumps. This valve consists essen-
tially of a very thin sheet-iron disc, a! out one-half t mm
thick, weighing about 40 grammes, and so cut as to form two
spiral arms, secured at the center of the disc by means of two
screws, a little clearance being left in order that the arms
may be at liberty to move without jamming. Above the disc,
a valve catcher is provided, in which several small helical
springs are fastened. These springs serve for loading the valve
and press the disc firmly on its seat. The point of support of the
spiral arms is located in the middle of the valve lift, so that the
disc is bent upwards. The purpose of this arrangement is to
render the stress on the arms as favorable as possible, the strain
of the material varying between half the negative maximum,
stress and half the positive maximum stress. Owing to the
exceedingly small mass of the valves its resistance is insig-
nificant. A further notable feature lies in the return valves
and their gear. These valves are exactly the same as the inlet
valves in the steam engines built by the manufacturer already
mentioned. This new valve gear (Neuhaus-Hochwald system)
has been fitted with success on many steam engines, and has
been found to work silently and safely. The action of the gov-
ernor upon this valve gear is as follows:
The lever, 0. secured to the shaft, is actuated by the gov-
ernor. The small eccentric, p, keyed upon the same shaft, will
thus be turned, and the roller, /, carried by the eccentric rod, q,
caused to take up a new position, whereby the catch on /{ is
sooner or later pushed off the valve lever e. The eccentric rod,
q, between its fulcrum and the roller, is engaged by a rod, r, on
the rocking lever, </, and is thus obliged to partake of the motion
of the latter. By reason of this peculiar connection of the
governor gear with the active gear rod, the catch bears with a
wide surface against the passive tail even for high degrees of
expansion, and when the engine is running without load, and,
furthermore, for all degrees of expansion, is rapidly pushed off
the tail at the last moment when admission has been com-
pleted. Thus, premature knocking off of the catch and conse-
quent irregular running of the engine are completely avoided.
A further detail may be pointed out, which hitherto has
never, or scarcely ever, been employed in gas engines, but
which is, nevertheless, desirable. As is well known, on starting
a gas engine the ignition must take place much later than in the
normal running of the engine, say at the dead point, whereas,
nomally, the sparks must pass some 30 degs. to 40 degs. before
the dead point. There is thus the danger that on starting the
engine the igniting device is not properly adjusted so that
premature ignition may occur, whereby the engine is turned in
the opposite direction. This sudden change of direction in the
revolution of the fly-wheel may, however, cause very dangerous
strains on the rods, especially in large power gas engines. This
is rendered quite impossible by the special construction by
which one device is made to lock the other one, and vice versa:
Thus the starting device cannot be engaged unless a specially
marked disc is so adjusted that ignition takes place in the
dead point position. Only when the disc is in this position can
the starting lever be moved round.
♦ ♦♦
TROLLEY BASE FOR DOUBLE DECK CARS
The general introduction of covers over top-seat cars in
England has given rise to many problems in connection with
electric equipment which did not exist before, and none more
important than the manufacture of a satisfa:tory trolley stand-
TROLLEY STANDARD FOR CANOPY TOP CARS
ard for installation on cars equipped with canopy tops.
At first the usual trolley standard was used, the vertical por-
tion being extended somewhat so as to pierce the cover, but
now standards are being put on the market which are attached
directly to the top of the canopy. The one illustrated here-
with is made by S. Dixon & Son, Ltd., of Leeds. It has been
installed with very marked success in that city, and other cities
are rapidly becoming interested in it.
The construction of this trolley standard gives the greatest
amount of strength and rigidity between the ball races, within
what are stated to be the smallest overall dimensions of any
other standard used. Double ball bearings are provided to en-
sure ease in following the curves of the trolley wire. The trol-
ley pole can be swung completely round either way. All parts
are made to gage and standardized, and are, therefore, inter-
changeable.
July 2, 1904.]
STREET RAILWAY JOURNAL.
35
OPEN CARS FOR THE PUBLIC SERVICE CORPORATION
OF NEW JERSEY
The accompanying illustration shows one of the forty open
cars which the John Stephenson Company has built recently
for the Public Service Corporation of New Jersey. This car
The bottom framing is very substantially constructed. Long-
leaf yellow pine side sills, 6 ins. x 8 ins., are plated with steel
7 ins. x % in. The intermediate sills are composed of 5-in.
I-beams. Heavy upper and lower trusses and double-trussed
needle beams are included, and the body bolsters are of the
open steel type. The platform timbers are reinforced with
OPEN CAR FOR THE PUBLIC SERVICE CORPORATION OF NEW JERSEY
is very strong and substantial, the 4j4-in. x 7^-in. side sills
being plated with 10-in. x V^-\\\. steel plates, the standard size
used by the company on all of its double-truck open cars.
Among the features of this type is the placing of all seats in-
side the bulkhead, and the addition of a vestibule at each end,
thereby protecting the motorman, conductor and apparatus in
rainy weather.
The length over all is 39 ft. 3^4 his., the length of the plat-
forms 3 ft. 6 ins., and the total weight of car without trucks
is 17,000 lbs. Each car is equipped with four Westinghouse
No. 68-E motors and Christensen air brakes.
—
INTERURBAN CARS FOR THE STARK ELECTRIC RAILROAD
OF OHIO
The Stark Electric Railroad Company, of Alliance, Ohio,
which operates a high-speed road between Canton, Alliance and
Sebring, has recently added to its rolling sto:k four fine com-
bination passenger and smoker interurban cars, built by the
G_ C. Kuhlman Car Company, of Cleveland. The road extends
through a populous country for the distance of 35 miles, and
does considerable freight business. A popular amusement park
near Alliance, which is owned by the company, attracts large
INTERIOR OF CAR FOR STARK ELECTRIC RAILROAD
HIGH-SPEED COMBINATION INTERURBAN CARS USED BY THE STARK ELECTRIC RAILROAD COMPANY
numbers during the season from towns along the line. An
extension of the road has lately been completed, and it is ex-
pected with the new cars that the traffic will be largely in-
creased. The car company has furnished many of the large
interurban cars for lines in this State, and Ibis lot is an excel-
lent example of its work.
angle-iron, and lirill angle-iron bumpers strengthen and pro-
tect the ends. The thickness of corner posts is 4 ins., and of
side posts 2 ins.
The interiors are finished in cherry, handsomely inlaid, and
the ceilings are semi-empire to correspond with the arched
twin windows. The ceilings are painted light green with gold
36
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. I.
striping. A toilet room of standard steam-car character is
placed against the partition in the passenger compartment. A
single sliding door, with glass in the upper part, separates this
compartment from the smoker. The partition opposite the
toilet room has glass in the upper portion. The window sashes
of the body and vestibules are arranged to drop into wall
pockets. Semi-accelerator doors are provided in the ends, on
account of the vestibule entrances being at one side only. This
arrangement facilitates ingress and egress, and allows seats
for three passengers to be placed against the ends. With the
exception of these end seats the seats are 35 ins. long, have
high corrugated backs of the walk-over type, and are provided
with arm-rests. The seating capacity of each car is fifty-six.
The trim throughout is solid bronze of very substantial char-
acter, and includes continuous parcel racks.
The weight of the car and trucks, without motors, is 47,000
lbs. The general dimensions of the cars are as follows :
Length over end panels, 40 ft., and over crown pieces 50 ft. ;
from end panels over crown pieces, 5 ft. ; width over rails,
8 ft. 8 ins. The height from rail to tread of lower steps is
18 ins. ; from rail to underside of sills, 38 ins., and from under-
side of sills over trolley board, 9 ft. 4 ins.; centers of posts,
2 ft. 9 ins.
^#-*»
EQUIPMENT FOR NEW PENNSYLVANIA RAILWAY BETWEEN
HUMMELSTOWN AND DERRY CHURCH
portation of milk, that the road has been built. There is, how-
ever, a large and increasing population, and the district prom-
ises much for present and future development.
The cars are the well-known semi-convertible type of the
builder, with roof pockets for the large double-sash windows.
The cars are 31 ft. 8 ins. over the end panels, and 41 ft. 1 in.
over vestibules, with 4-ft. 8^-in. platforms; width over sills, 8
ft. 2l/2 ins., and over posts at belt, 8 ft. 6 ins. ; sweep of posts,
3% ins., and side posts, 3^ ins. thick. ; size of side sills,
4^4 ins. x 7% ins., and end sills, 5J4 ins. x 6% ins. The interior
of the passenger compartment is finished in cherry, with a par-
tition between the compartments of the same wood. Seats
which fold against the walls are provided in the baggage com-
partment for the use of smokers. This compartment has a
40-in. sliding door on either side. The baggage compartment is
9 ft. 2 ins. long, and the entrance to the platform is by a single
sliding door. The cars are equipped with several of the
builder's specialties, including sand-boxes, angle-iron bumpers,
platform gongs, conductors' bells, radial draw-bars and ratchet
brake handles. The trucks are Brill 27-G, with 4-ft: wheel base,
33-in. wheels and 4-in. axles. The track gage is 5 ft. 2^/2 ins.
♦-♦-»-
TRACK-DRILLING MACHINE USED BY THE CLEVELAND
ELECTRIC RAILWAY COMPANY
The handsome combination passenger and baggage car
shown in the accompanying illustration is one of a number re-
The Cleveland Electric Railway Company, of Cleveland, is
removing the old cable slots on the Payne Avenue and Su-
perior Street lines, which were electrified some years ago. The
PASSENGER AND BAGGAGE CAR FOR PENNSYLVANIA
INTERURBAN RAILWAY
cently completed by the J. G. Brill. Company for the new road
between Hummelstown and Derry Church, Pa., built and oper-
ated by M. F. Ffershey, the well-known chocolate manufac-
turer. The road is about 12 miles long-, and traverses a rich
INTERIOR OF HUMMELSTOWN CAR
dairy farming district, from which the large supply of milk
required in chocolate manufacture is obtained. The numerous
employees of the factory live in the district through which the
line passes, and it is chiefly on their account and for the trans-
TRACK-D RILLING MACHINE AT WORK
old rails are to be retained, but they are being straightened up
and the joints electrically welded. This work must be done
very rapidly, as it is being carried out on the main lines which
handle the traffic to the baseball grounds and parks. To facili-
tate the work of drilling for tie rods, it was decided to install
an electric track-drilling machine of the type manufactured by
the Ludlow Supply Company, of Cleveland. A view of the
drill performing this work is illustrated herewith. The ma-
chine drills holes on both sides, and it has averaged a i-inch hole
every two minutes, including the moving of the machine from
hole to hole. It has taken the place of twelve men with hand
ratchets, and is saving the company over $15 per day. But one
man is required to operate the machine. It is provided with
a roller at one side so that it can be wheeled off from the track
by two men.
July 2, 1904.]
STREET RAILWAY JOURNAL.
37
COMBINATION INTERURBAN CARS FOR THE COLUMBUS,
NEWARK & ZANESVILLE ELECTRIC RAILWAY
Several combination interurban cars of the type illustrated
in the accompanying cuts have just been shipped to the Colum-
bus, Newark & Zanesville Electric Railway Company by the
Jewett Car Company, of Newark,
Ohio. This railway runs from New-
ark to Zanesville, and is an extension
of the Columbus, Buckeye Lake &
Newark Traction Company, now
operating between Columbus and
Newark. The Columbus, Newark &
Zanesville Electric Railway also em-
braces the Newark City lines, in-
cluding a iine to Granville, Ohio,
and with the Columbus, Buckeye
Lake & Newark Traction Company
has a total length of 84 miles. These
lines are controlled by the Tucker-
Anthony Company, of Boston, and J. R. Harrigan, of Newark
(Ohio), is the general manager.
These cars are of the latest design and construction, and are
equipped with all modern conveniences. As will be seen from
struction. The body framing throughout is made of white oak,
and the construction is of the steam-coach type. The vestibules
are of the Jewett wide-vestibule type, with double folding doors
at each side. As shown in the floor plan the car^ are divided
into three compartments, main compartment, smoking compart-
ment and baggage room. The main and smoking compartments
INTERIOR OF CAR FOR THE COLUMBUS, NEWARK &
ZANESVILLE ELECTRIC RAILWAY
the floor plan the cars are unusually long, the total length over
buffers being 60 ft. 8 ins. The other principal dimensions are:
Width over posts, 8 ft. 4 ins. ; width over all, 8 ft. 8 ins. ; total
height from rail to top of roof, 12 ft. 9 ins.; distance centers of
trucks, 40 ft. yjA ins. The bottom framing consists of six
COMBINATION INTERURBAN CAR FOR OHIO HIGH-SPEED RAILWAY
are finished in mahogany, and the baggage room is white ash,
natural finish. The finish in the main and smoking compart-
ments is inlaid with neat marqueterie. The ceiling is of the
semi-Empire type, and is painted green with gold decorations.
The seats in main compartment are of the walkover type, with
high, roll-top backs, and are finished with green plush. The
seats in the smoking compartment are longitudinal, and are
finished with rattan. They were manufactured by Hale &
Kilburn. Polished plate-glass is used throughout the car, ex-
cept the gothics and deck lights, which are of white Florentine
ornamental glass. All trimmings are of solid bronze ; curtains
are of pantasote, of the Keeler type.
The cars are lighted by forty incandescent lamps, which are
so placed that they form arches of five across the ceiling. This
gives a beautiful effect and also distributes the light equally
through the car. The lamps are of the frosted type.
The cars are mounted on Peckham M. C. B. No. 36-A double
trucks, 5j4~in. axles, 4%-in. x 8-in. journals, with locomotive-
type steel-tired wheels. The motor equipment consists of four
G. E. No. 73, 75-hp motors, geared for 60 m. p. h., operated by
the General Electric multiple-unit control system.
The cars are heated by Peter Smith's hot-water heaters, and
are equipped with Christensen air brakes, as well as hand
brakes, Van Dorn draw-bars, Crane type of pilots, Wagenhals
arc headlights, Knutson trolley retrievers, toilet room, water
cooler and De France air blast sanders.
REGISTERS FORWARD
A street railway company should make it a rule that when-
ever it is possible to do so the register should be in the forward
PLAN OF COLUMBUS, NEWARK & ZANESVILLE CAR
Street By. Journal
yellow pine sills of compound construction, composed of one
piece 5 ins. x 8 ins., and one piece 2 ins. x 6 ins., with a 7-in. x
^2-in. steel plate sandwiched between. The end sills, cross tim-
bers, buffers, etc., are made of white oak, and strengthened by
steel plates and angles wherever necessary. The under-truss
is made of 1%-in. round iron, with a i^-in. turnbuckle in the
center and M. C. B. anchors over the bolsters. The bolsters
are made of steel plates and cast fillers, M. C. B. style of con-
end of the car. Where a car runs on a straight track, of course,
the position of the register alternates. But where there is a
loop at each terminal, and the register is on one end of the car
all day long, orders should be issued to the starters that cars
should be run out in the morning with reference to getting
register in this position. By this means an inspector boarding
a car always has the register in front of him, and it also helps
the conductor.
38
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
THE ZOELLY STEAM TURBINE
The Zoelly steam turbine, which is manufactured in Switzer-
land, by Escher, Wyss & Company, of Zurich, and which will
soon be put on the German market by the Siemens-Schuckert
interests, is of the multiple-impulse type, that is, the expan-
sion takes place in the passages in the stationary part of the
apparatus. The principal feature of the machine is, that
although of the multi-stage type, no great attempt has been
made to keep down the speed, so that the turbine has high
peripheral velocities and a comparatively low number of stages.
As shown in the accompanying illustration, the turbine is
divided into a high and a low-pressure part, each of which has a
separate housing, though both are mounted on the same base
plate. The shaft is carried in three bearings, which are also
enough to resist the one-sided pressure. Cast-steel is used,
and the guide blades are arranged in groups in the rim, as
shown in the illustrations. Between the groups are thick pro-
jecting pieces, to which a wrought-iron ring or tire is attached.
The diaphragms are placed close together, the rims touching,
and in this way the pressure is transmitted to the end wall of
the housing. The hubs of the bucket wheels fit with slight play
in holes in the bosses of the diaphragms, the construction being
evident from the cuts. The blades have small ears which slip
into slots in both the rim of the diaphragm and the outside
tire. When they have been slipped into place they are held
there by two rings screwed on the low-pressure face, as illus-
LONGITUDINAL ELEVATION OF HIGH AND LOW-PRESSURE
HOUSINGS
independent of the housings, so that no heat can be transmitted
to them by the latter. The shafts of the smaller turbines are
made in one piece, while those of the larger machines are in
two parts, and have four bearings.
The discs of the rotors are of Siemens-Martin steel, and are
keyed to the shaft. The buckets are of nickel steel, and are
dove-tailed, with their distance pieces, into a T-slot, machined
out of the circumference of the disc. They are then held in
place by a retaining ring, as shown. The cross section of the
Ro+or Guide. Wheel.
ARRANGEMENT OF GUIDE BLADES AND OTHER DETAILS
trated. These diaphragms are made in halves, with tight-
fitting surfaces, and the upper halves are screwed to the top
part of the housing so as to be lifted with it. The shaft passes
into and from the housing in stuffing boxes with metal
packing.
The governor is a slight modification of the well-known
Escher- Wyss regulator used in many water turbine installa-
tions. It consists of a ball governor which operates a pilot
valve controlling the motion of a plunger directly over the
50O-HP ZOELLY TURBO-GENERATOR SET
bucket blades decreases from their inner to their outer ends to
reduce the centrifugal force, and thus permits a high peripheral
speed.
Between each rotor there is a guide wheel or diaphragm in
which the guide blades are held. Since the expansion of the
steam takes place in these diaphragms between the blades, and
there is a corresponding excess of pressure on one side of them,
each must be steam tight in the housing as well as strong
main steam valve and mounted on the same rod. The pilot
valve and the chamber of the plunger are connected by two
small pipes, and the various operations are produced by the
discharge of water under pressure through one or the other of
the pipes. The pressure water, or oil, in the case of the steam
turbine, is furnished by a rotary pump driven from the main
shaft by worm gearing. Regulation by throttling the steam was
chosen as being the simplest method for the purpose. In ad-
July 2, 1904.]
STREET RAILWAY JOURNAL.
39
dition it has the great advantage of not influencing the steam
consumption unfavorably at different loads.
If it becomes necessary to furnish more than the rated power
of the turbine, the governor operates a valve which admits a
part of the steam at the throttle pressure directly into the sec-
ond and third stages. There is also a safety governor, which
shuts off the steam in case the number of revolutions rises
above the normal to a predetermined limit, such as 10 per cent.
In impulse wheels the play of the rotating parts in the casing
can be made as great as seems desirable, and for the same
reason the axial play between the rotors and diaphragms may be
made very large without affecting the working of the turbine.
Hence, there need be no fear that in consequence of tempera-
ture changes or wear the running and stationary parts may rub
against each other. It should be stated that a corrugated bear-
ing like a thrust bearing is employed to keep this free play
unchanged.
A 500-hp, 3000-r. p. m., ten-stage turbine of this type was
tested at the Escher-Wyss works last winter, and with dry,
saturated steam, at 149 pounds pressure and 27.7 ins. of vacuum
gave a kilowatt-hour at from 21.45 ms- to 22-2 ms- °f steam at
approximately full load, 25.6 lbs. of steam at half load, and
33 lbs. at quarter load.
♦♦♦
TICKET-SELLING AT THE OLIVE STREET WORLD'S FAIR
TERMINAL OF THE ST. LOUIS TRANSIT COMPANY
Plans have already been published in the Street Railway
Journal of the Olive Street terminal of the St. Louis Transit
Company, near the main entrance of the
Louisiana Purchase Exposition grounds.
This is the loop handling the greatest num-
ber of World's Fair visitors, as it is the
World's Fair terminal for the most direct
line to the city. The terminal is enclosed
with a high board fence, and the entrance
to it can only be obtained after the passenger
has purchased a ticket at one of the ticket
windows. The terminal is provided with ten
turnstiles, through which passengers are ad-
mitted to board the cars. Distributed among
these ten turnstiles are eleven ticket-selling
booths. The loop has never yet been worked
anywhere near its capacity. At the present
time the company has five ticket sellers, af-
ternoons and evenings, with hours as fol-
lows: No. 1, on 2 o'clock, off 10:30 p. m. ;
No. 2, on 2 :30, off 1 1 ; No. 3, on 3 :30, off 12 ;
No. 4, on 4:15, off 12:15; No. 5, on 5:15.
off 11. Four turnstile men take care of the
ordinary business, but this is sometimes in-
creased if there is extra heavy travel. The
ticket sellers sell approximately 20,000 tickets per day, some of
the men handling as high as 8000 tickets during one watch.
On the opening day of the Exposition 52,000 adult pas-
sengers were handled through this loop. The ticket sellers also
tickets are shown the holder is admitted to the loop. They are
not taken up by the turnstile keeper, but are taken up by the
conductor and rung up as any other ticket. ThL company has
two registers, one for cash fare and the other labeled, "All
Other Fares," tickets being rung up on the latter. The con-
ductor can handle this load to much better advantage when the
passengers are all provided with tickets, as it eliminates change
making, and, furthermore, there is the advantage to the com-
pany that there is no loss through the missing of fares, because
only ticket holders are admitted to the loop, and tickets are good
only on the date of sale. The color of the ticket is changed
every day, and the date is stamped plainly upon the face of
the ticket. The tickets are dated automatically, as they are
pulled off the reel, by the ticket seller. The dating machine is
the invention of J. Boyle Price, purchasing agent of the St.
Louis Transit Company, and Charles K. Schweizer, of St.
Louis. The realization of the necessity for a machine of this
kind was forced upon Mr. Price by a consideration of the loss
which would occur if the company had to provide for each day
enough tickets printed for a certain date to meet all possible
demands. If enough tickets were printed with the date upon
them for each day, an immensely greater stock would have to
be carried than would be needed, and a large stock would be
thrown away nearly every day. The dating machine, with a
roll of tickets in the machine, is shown in the accompanying-
engraving. The dating is done by the cylindrical rubber stamp
which stamps the date on each ticket as it is rolled under the
cylinder of the machine. The inking of the stamp cylinder is
done by two ink rollers. The dating is done as fast as the
ticket seller can pull the ticket out of the machine. Some ticket
TICKET DATING MACHINE USED AT ST. LOUIS
sellers sell direct from the machine, and others prefer to pull
out tickets considerably in advance of the sales.
With the present force at this loop, the company, it is be-
lieved, can handle, without difficulty, 40,000 per day. The o1>
A SET OF DATED TICKETS AS ISSUED FROM THE MACHINE
sell children's half-fare tickets, which are the same as those
sold by the conductors. The tickets for adults sold here are
special World's Fair terminal tickets, and are furnished in rolls
of 2000, numbered serially. These tickets, half-fare tickets
and passes are honored by the turnstile keepers, and when these
ject of an enclosed terminal loop and a ticket system of this
kind is, of course, two-fold. It can be made to prevent acci-
dents due to the attempt of a great crowd to board a car while
it is rounding the loop, to prevent loss of fares to the company
and to aid the conductors in handling large crowds.
4Q
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
LEGAL DEPARTMENT*
DANGEROUS PREMISES— VISITORS SUBJECTED TO ASSAULT
The Appellate Court of Indiana recently made a decision
which is of special interest and importance at the present sea-
son of the year. It is the custom of street railway companies
to maintain, or to have an interest in the maintenance of
public parks or places of resort convenient to their lines, with a
view of promoting and increasing passenger traffic during
the summer. The case referred to was Indianapolis St. Ry.
Co. vs. Dawson (68 N. E., 909), and it was held that where a
street railway owning a park reached by its lines, and main-
taining attractions for the public there, has knowledge that
there is a conspiracy on the part of certain persons to assault
any colored person visiting the park, and knows of acts of
violence committed pursuant to such design, and it, neverthe-
less, transports colored persons there without warning them
of the danger, and they are assaulted pursuant to such con-
spiracy, the company's employees making no attempt to inter-
fere, the railroad company is liable for such injuries. This
decision may be supported on several grounds. In the first
place there is the consideration of the general liability of com-
mon carriers. It has been held, for instance, that a common
carrier is bound to warn both passengers and employees against
danger to be incurred from striking employees and their ad-
herents ; it being, however, conceded that if a person becomes
a passenger or enters into employment upon a railroad car with
full knowledge of the risk to be run, the company is not under
obligation of advising him thereof. (Hewings vs. Mendenhall
[Minn.], 93 N. W., 127; Holshauser vs. D. G. & E. Co. [Col.],
72 Pac, 289). It is the general duty of common carriers to pro-
tect passengers from assaults either by other passengers or
employees. One of the most recent common carrier cases is
Penny vs. A. C. L. R. R. in the Supreme Court of North Caro-
lina (45 S. E., 563).
Even if it be argued that the strict relation of common car-
rier and passenger does not exist after the passenger has left
the car and entered the park or other place of entertainment,
another principle arises that one who induces another to go
upon dangerous premises without warning of the danger or
taking precautions to avert the same, is liable for the injuries
which the guest may sustain. This rule ij administered in cases
where a person visits a shop or other place of business upon ex-
press invitation, or implied general invitation to the public, and
falls into an unguarded and unlighted hatchway without con-
tributory negligence, the proprietor of the establishment being
held responsible. The doctrine is applied generally to places
of public resort or entertainment. In Thornton vs. Maine
State Agricultural Society, for example, in the Supreme
Judicial Court of Maine (Dec, 1892, 53 Atl., 979), which was
rather an extreme case, it appeared that the defendant society
was giving a fair, and that it had let space upon its grounds for
a shooting gallery. It was satisfactorily shown that a bullet
fired by a patron of the shooting gallery, while at target prac-
tice, missed the target, passed through the fence enclosing the
exhibition grounds, and struck and killed the plaintiff's intes-
tate, who was standing upon a railroad platform outside. It
was shown that, although the platform was neither owned not
controlled by the defendant, it was one of the usual approaches
to the defendant's grounds, and, in the opinion of the Court,
"there was sufficient evidence to justify the jury in finding that
the deceased, at the time when and place where he was killed,
was within the scope of the defendant's invitation to the public
to attend the fair, and therefore, the defendant owed him the
duty of using reasonable care for his safety."
The Appellate Court of Indiana cites several cases in support
of this present decision. The following is an extract from the
opinion :
No case has been cited or found where the premises upon
which the injury complained of occurred, and to which the com-
plainant came by invitation, were made unsafe through a conspiracy
* Conducted by Wilbur Larremore. of the New York Bar, 32 Nassau Street,
New York, to whom all correspondence concerning this department should be
addressed.
of the nature set up herein. Danger usually has been attributed to
some defect in the premises themselves. But as a matter of princi-
ple it is quite as reprehensible to invite one knowing that an enemy
is awaiting him with intent to assault and beat him as it would be
to invite him without having made the floor or the stairway secure.
One attending an agricultural fair in response to a general invita-
tion extended to the public has been awarded damages against the
association where his horse was killed by target shooting upon a
part of the ground allowed for such purpose (Conradt vs. Clauve,
93 Ind., 476, 47 Am. Rep., 388). Judgments have also been sus-
tained : When spectators rushed upon a race track, causing a col-
lision between horses being driven thereon (North Manchester,
&c, vs. Wilcox, 4 Ind. App., 141, 30 N. E., 202). When an opening
was left in a fence surrounding a race track, through which one of
the horses running went among the spectators (Windeler vs. Rush
Co. Association, 27 Ind. App., 92, 59 N. E., 209, 60 N. E., 954).
Where horses were started on a race track in opposite directions
at the same time, causing collision (Fairmount vs. Downey, 146
Ind., 503, 45 N. E., 696). Where a horse with a vicious habit of
track bolting was permitted to run in a race, such horse bolting the
track, causing injury (Lane vs. Minn. St. Ag. Society, Minn., 64
N. W., 382, 29 L. R. A., 708). Recognizing the rule of reasonable
care to make the premises safe, a recovery was denied in the absence
of any evidence of the immediate cause of a horse running through
the crowds (Hart vs. Washington Park Club, 157 HI-. 9. 41 N. E.,
620, 29 L. R. A., 492, 48 Am. St. Rep., 298). Where a street car
company maintained a park as a place of attraction for passengers
over its line, and the falling of a pole used by one making a balloon
ascension under a contract injured a bystander, recovery was al-
lowed, the rule being announced that the company must use proper
care to protect its patrons from danger while on its grounds (Rich-
mond Railway vs. Moore's Adm'r, Va., 27 S. E., 70, L. R. A., 258).
Where a street car company maintained a large stage for exhi-
bitions, in a pleasure resort owned by it, and made a written con-
tract with a manager, by which the latter furnished various enter-
tainments, among which was target shooting, one injured by a split
bullet was allowed to recover, it being held that he might safely
rely on those who provided the exhibition and invited his attend-
ance to take due care to make the place safe from such injury as
he received; the question of due care being one for the jury
(Thompson vs. Lowell, 170 Mass., 577, 49 N. E., 913. 40 L. R. A.,
345, 64 Am. St. Rep., 323; Curtis vs. Kiley, 153 Mass., 123, 26
N. E., 421).
There is no doubt that the doctrine of these cases is good law,
and they may well admonish street railway companies con-
ducting places of resort or entertainment of the duty of warn-
ing guests and protecting- them from danger.
LIABILITY FOR NEGLIGENCE.
ALABAMA.— Street Car Passenger— Assault and Battery by
Conductor— Company's Liability— Action for Damages— Evi-
dence— Instructions.
1. In an action against a street railroad company for an as-
sault and battery committed by a conductor, evidence of profane
language used by the conductor in an altercation with one of
plaintiff's companions, passengers on the same car, whereby the
trouble was started, was material, as a part of the res gestae.
2. In an action against a street railroad company for an as-
sault and battery by a conductor, it was competent to show the
ages and relative sizes of the plaintiff and the conductor.
3. In an action against a street railway company for an assault
and battery committed by a conductor, a witness called by plain-
tiff in rebuttal was asked as to whether he had said that the con-
ductor was such a d— n fool that he could not run a train, and the
question was objected to as not being in rebuttal. Held, that
it was within the discretion of the court to allow it.
4. In an action against a street railway company for an assault
and battery committed by a conductor, a witness for plaintiff
in rebuttal testified that he was present; and, in relation to an
attempt by defendant to show that plaintiff had said the conductor
was such a d— n fool that he did not know how to run a train,
he was asked whether, if plaintiff made the remark, he could have
heard it, or was close enough to have heard it. Held, that, as
against a general objection, it was competent for the witness to
answer the question.
5. Abusive language or opprobrious epithets alone are insuffi-
cient to justify the commission of an assault by a conductor on a
passenger.
6. Where a conductor strikes a passenger, the company is lia-
ble, unless it is done in self-defense, or to save himself from bodily
harm.
7. In an action against a street railway company for an assault
and battery committed by a conductor, a charge that if the jury
July 2, 1904.]
STREET RAILWAY JOURNAL.
41
"believe from the evidence that the plaintiff is entitled to dam-
ages, but believe that nominal damages would be all the plaintiff
should have, because of mitigating circumstances," they were
authorized to award him only such damages, was properly re-
fused, as assuming that there were mitigating circumstances.
8. Where the tendencies of the evidence to show a disputed
fact were strong, as compared with evidence to the contrary, it
is for the jury to determine; and hence charges seeming to assume
such fact, and instructing the jury accordingly, were properly
refused.
9. The fact that a conductor who assaulted a passenger hon-
estly and mistakenly supposed that he was justified would not ex-
empt the company from liability where such was not the case.
10. The fact that plaintiff said to defendant's conductor, when
he threatened to put plaintiff's companion off the car, that, if he
did so, he would have to put plaintiff off also, did not justify miti-
gation of the damages for assault and battery committed on plain-
tiff by the conductor. — (Birmingham Railway, Light & Power
Company vs. Mullen, 35 Southern Rep., 702.)
CALIFORNIA. — Carriers — Street Cars — Injury to Passengers —
Negligence of Driver — Question for Jury — Evidence — Dam-
ages— Instructions — Requests — Modification — Misconduct of
Jury — Objections at Trial — Review.
1. In an action for injuries to a passenger on a street car
by the car being thrown over an embankment by the horses sud-
denly swerving to one side on being frightened, evidence held
to justify the submission of the question of the driver's negligence
to the jury.
2. Where, in an action for injuries to a passenger on a street
car, the court charged that plaintiff could recover for such in-
juries as she received in that accident, and the cause was sub-
mitted on the theory that plaintiff must prove her injury in the
accident alleged, it was not error to refuse to charge that, after
plaintiff had proved that there was an accident to the car on
which she was a passenger, she was bound to prove by a prepond-
erance of the evidence that she was injured in that accident.
3. Where a complaint in an action for injuries to a passenger
charged that by reason of her injuries, plaintiff became sick, sore,
lame and disordered, and that her spine, brain and nervous sys-
tem were seriously injured, and evidence that plaintiff's musical
abilities had been impaired was admitted without objection, an
instruction, authorizing the jury, in considering plaintiff's dam-
ages, to consider the impairment of her accomplishments, if any,
and her ability to play musical instruments and sing, by reason
of the accident, was not error.
4. Where, in an action for injuries to a passenger on a street
car, defendant requested an instruction that a street car has the
right of way over that portion of the street on which it alone can
travel, and if, therefore, a private vehicle, in traveling on the
public highway, meets with the street car, the vehicle must yield
the right of way to the car, a modification of the instruction
so as to read, "If, therefore, a private vehicle traveling on the
public highway meets with a street car, and there is no special
reason to the contrary, the private vehicle must yield the right of
way to the street car," was not prejudicial.
5. Where no objection or exception to the conduct of a juror
was taken at the trial, such misconduct cannot be considered on
appeal. — (Doolin et ux. vs. Omnibus Cable Company, S. F. 2770;
73 Pacific Rep., 1060.)
DELAWARE.— Street Railway— Collision with Team— Negli-
gence— Pleading.
1. The declaration in an action against a street railway com-
pany, alleging that defendant so negligently operated its car that
it ran into plaintiff's wagon on the street, sufficiently pleads the
negligence. — (Donohoe vs. Wilmington City Railway Company,
55 Atlantic Rep., 10.11.)
GEORGIA. — Street Railways — Collision with Traveler — Instruc-
tions.
1. The evidence as to negligence was conflicting, but where
there was testimony from which the jury could have found that
both parties were in the exercise of ordinary care, and that the
injury was the result of a casualty, it was error not to charge
that the defendant could relieve itself of the statutory presumption
by showing that neither party was to blame, and that the damage
was the result of a pure accident. — (Atlanta Railway & Power
Company, vs. Gaston, 45 S. E. Rep., 508.)
ILLINOIS.— Street Railways— Personal I njuries — Operation of
Car — Measure of Care — Instructions.
1. In an action against a street car company for injuries to a
child on the track, an instruction that it is the duty of the com-
pany's servants, in operating its cars, to take reasonable measures
to avoid injuries to persons on the street, is not objectionable
as calculated to give the jury to understand that the rights of the
injured person in the street were superior to those of the street
car company, or as requiring the gripman to look in any particu-
lar direction. — (North Chicago Street Railway Company vs. John-
son, 68 N. E. Rep., 463.)
ILLINOIS. — Street Railways — Injury in a Collision — Evidence —
Instructions.
1. A street railway company is not guilty of actionable negli-
gence because of the failure of the motorman in charge of a car
to stop or slacken its speed on seeing a horse and wagon near the
track, but sufficiently distant to permit the car to pass in safety,
and is therefore not liable for the injury occasioned by the horse
being suddenly driven on the track so near the car that it cannot
be stopped before striking the horse and wagon.
2. In an action against a street railway company for injuries
sustained in a collision, the witnesses of defendant testified that
a horse and wagon were near the curb and sufficiently distant
to enable the car to pass in safety; that the horse was facing the
same way the car was going; that, when the car was about 40 ft.
from the wagon, plaintiff suddenly drove the horse toward the
track; that the motorman rang the bell, and that he commenced
to apply the brake on seeing the horse going toward the track,
but was unable to stop the car before striking the wagon and in-
juring plaintiff. Held, sufficient to require an instruction that,
if plaintiff unexpectedly drove his wagon on the track and de-
fendant's servants did all they could in the exercise of ordinary
care to stop the car, there could be no recovery.
3. Where a party's evidence on an issue presented by him is
sufficient to require the submission thereof to the jury, the court
is not warranted in refusing to submit it because the evidence is
conflicting. — (Chicago Union Traction Company vs. Browdy, 69
Northeastern Rep., 570.)
ILLINOIS. — Highways — Law of the Road — Bicycles — Collisions
— Passing Vehicles — Duties of Parties — Injuries — Proximate
Cause — Contributory Negligence — Instructions.
1. In an action for injuries, where the damage sought to be
recovered are speculative and not susceptible of direct proof,
and the judgment appealed from is for $1,000 or more, an appeal
lies from the judgment of the Appellate Court to the Supreme
Court without a certificate of importance.
2. In an action for injuries to plaintiff while riding a bicycle
along a city street, evidence reviewed, and held, that plaintiff's
failure to turn out a sufficient distance from a street car to per-
mit her to pass the conductor in safety was the proximate cause
of the injury, and that she was. therefore, not entitled to recover.
3. In an action for injuries, an instruction that by
ordinary care is meant such a degree of care under
the circumstances and in the situation in which the plain-
tiff was placed, so far as they may be shown by the evi-
dence, as an ordinarily prudent and cautious man would exercise
under like circumstances and in the same situation for his own
safety to avoid apparent danger, was objectionable as authoriz-
ing the jury to infer therefrom that, if plaintiff was in the exercise
of due care at the instant the accident occurred, she might recover,
though she was guilty of negligence in having placed herself
in the position she was at the time of the collision.
4. A bicycle is a vehicle subject to the rules of law governing
other vehicles, and its rider is required to use the same degree
of care to avoid injury as the driver of a team.
5. When a bicycle rider attempted to pass the conductor of
a standing street car, who had alighted to assist a passenger to
the ground, such bicycle rider was bound at her peril to turn out
a sufficient distance to avoid a collision with the conductor. —
(North Chicago Street Railway Company vs. Cossar, 68 N. E.
Rep., 88.)
MAINE. — Injury to Employee — Negligence — Defective Appli-
ances.
1. During a crowded condition of a trolley car, by custom and
under verbal instructions to the conductor, passengers were re-
ceived and permitted to ride on the platform and running boards.
In collecting the fares the conductor was obliged to pass along
the running board and step around the passengers, relying on the
handle bars for support.
While thus engaged in taking fares, the plaintiff, a conductor
in the employ of the defendant corporation operating the road,
was struck by an inclining trolley supporting pole, which, at the
height of plaintiff's head, was 19 ins. from a point vertically above
the outer edge of the running board on the easterly side of the
track.
The accident pole was 22 ins. nearer the rail than the average
distance of the 381 poles on the entire line, and inclined toward
the track 6% ins. in a height of 6 ft.
The plaintiff had been in the employ of the road for four years
on its cars, and had been previously engaged in setting trolley
poles. Bui he had not noticed the proximity or inclination of the
42
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
accident pole. Held, that the defendant company was negligent
in making an improper location of the pole.
2. Held, also, that there was no such want of preponderance
of evidence as would justify setting aside the verdict in plaintiff's
favor, rendered by a jury who heard the testimony and viewed
the place of the accident, either on the ground of contributory
negligence or assumption of risk. — (Withee vs. Somerset Traction
Company, 56 Atlantic Rep., 204.)
MASSACHUSETTS — Street Railways — Injuries — Person on
Track — Contributory Negligence — Burden of Proof.
1. In an action against a street railway for injuries sustained
by one not a passenger, plaintiff cannot recover without evidence
that he was in the exercise of ordinary care, even though defend-
ant's servants were guilty of gross negligence.
2. In an action against a street railway for injuries received
by one on its tracks, if from the evidence the inference of ordi-
nary care on plaintiff's part can be only conjectural, there is no
question for the jury.
3. Where one who was working in a ditch in a street beside
a street railway track was killed by being run over by a car while
standing on the track beside the ditch, he having stepped onto the
track within 8 ft. or 10 ft. of the car, and in an action for the
death there was evidence that he had been looking toward the
approaching car just before going on the track, a verdict for de-
fendant was properly directed because of insufficient evidence that
decreased exercised care. — (Gleason vs. Worcester Consolidated
Street Railway Company, 68 N. E. Rep., 225.)
NEW YORK.— Street Railway— Killing Child on Track— Contrib-
utory Negligence of Parent — Contributory Negligence of Child.
1. The parent of a child killed by a street car was not guilty of
contributory negligence in letting the child go on the street unat-
tended, he having been in the habit of going to school unattended
for a year, and being at the time on his return from school.
2. Whether a child seven years and eight months old, who,
running after boys who had his cap, followed toward a street car
track, without looking for a car, and was struck by a car, was
guilty of contributory negligence is a question for the jury. — (Sul-
livan vs. Union Railway Company, of New Yory City, 81 N. Y.
Suppl., 449.)
NEW YORK.— Street Railways — Attempt to Board Car— Injuries
— Weight of Evidence.
In an action against a street railway company for injuries re-
ceived in boarding a car, where the evidence of all the witnesses ex-
cept that of the plaintiff was that he was injured in attempting to
get on the car while moving around a curve, a verdict for plaintiff
was set aside, as against the weight of the evidence. — (Wolf vs.
Metropolitan Street Railway Company, 81 N. Y. Suppl., 257.)
NEW YORK. — Carriers — Injury to Passengers — Variance — Mo-
tion to Conform Pleadings to Proof.
Where a passenger alleges that he started to alight from a street
car after it had stopped, and was thrown by a sudden starting of
the car, and the testimony of one of his witnesses is that the car
had not quite stopped, but was slowly moving, when its sudden
lunge forward threw the passenger, a motion to conform the
pleadings to the proof was improperly overruled, as the variance
affects only the passenger's contributory negligence, and not his
cause of action. — (Scarry vs. Metropolitan Street Railway Com-
pany, 81 N. Y. Suppl, 284.)
NEW YORK. — Street Railways — Persons on Track — Contribu-
tory Negligence — Complaint — Specific Injuries — Evidence —
Instructions — Negligence — Due Care.
1. Where one crossing a street in the night time was run over
by a street car, which was lighted and had been in sight from
the time he started to cross the street, he was guilty of contributory
negligence.
2. Where, in an action against a street railway company for in-
juries, the complaint alleged that the car ran over plaintiff, cutting
off an arm and mutilating a foot, and "otherwise dangerously and
permanently injuring him," evidence as to injury to plaintiff's
nerves was admissible.
3. In an action against a street railway company for injuries
from being run over by a street car, it was error to refuse to charge
that if the motorman, while operating his car with ordinary care,
stopped his car as soon as he discovered that plaintiff was about to
step in front of the car. plaintiff could not recover. — (Kappus vs.
Metropolitan Street Railway Company, 81 N. Y. Suppl., 442.)
NEW YORK. — Street Railway — Injuries to Passenger — Measure
of Damages — Instruction — Reversible Error.
Where, in an action for negligent injuries, there was no evidence
as to plaintiff's earnings from his business as a commission mer-
chant and importer, and no proof of facts on which to base a find-
ing that his inability to attend to his business had caused him any
loss, it was reversible error to instruct the jury that, in awarding
plaintiff's damages, they were to take into consideration how long
he was incapacitated from attending to his business, or any other
business a man of intelligence and experience could probably de-
vote himself to, and what were the probable physical earnings of a
man in his business. — (Metz vs. Metropolitan Street Railway Com-
pany, 81 N. Y. Suppl., 725.)
NEW YORK. — Injury to Passenger — Contributory Negligence-
Imputed Negligence — Question for Jury.
1. Where a street car conductor, without any warning, starts
the car while a young girl is trying to board it, he is guilty of
negligence.
2. Where a young girl is boarding a street car, and has hold of
the hand rail when it starts, it is not contributory negligence for
her to hold onto the rail, even though it causes her to be dragged
half a block.
3. A young girl was boarding a street car when it started, and
she was dragged by holding on to the hand rail. Her escort, run-
ning after the car, caught up with it and drew her from the steps.
Held, that, though he may not have exercised the best judgment
in the emergency, his negligence, if any, was not to be imputed to
the passenger.
4. The question whether a person attempting to assist a passen-
ger injured while boarding a street car was guilty of negligence
was a question for the jury, and not for the court. — (Schoenfeld
vs. Metropolitan Street Railway Company, 81 N. Y. Suppl., 644.)
NEW YORK. — Sufficiency — Inferences — Crossing Street Railway
Tracks — Due Care — Street Railways — Rules of Company —
Violation.
1. It is not enough that the facts proven permit an inference
of a certain other fact sought to be established, but the inference
must be the only one which can fairly and reasonably be drawn
from the facts.
2. It cannot be inferred from the mere fact that one could have
looked for cars before crossing street railway tracks that he did
look.
3. The inference of freedom from contributory negligence can-
not be drawn from the presumption that one will exercise care and
prudence in regard to his own life and safety.
4. The rules of a street railway company required its cars to
stop before crossing the tracks of another company, and there was
evidence that the car which killed deceased violated the rule. It
did not appear that deceased knew of the rule, or that he knew
there were cross-tracks at the particular point, so that it was in
force there. Held, not sufficient to establish freedom from con-
tributory negligence on deceased's part. — (O'Reilly vs. Brooklyn
Heights Railway Company, 81 N. Y. Suppl., 572.)
NEW YORK. — Street Railroads — Injuries to Pedestrians — Stand-
ing Car — Negligence — Evidence — Res Ipsa Loquitur — Instruc-
tions— Curing Error.
1. Plaintiff alighted from a street car at night on a ferry land-
ing, and started to pass around a standing car, which was un-
lighted and unguarded by a motorman. Plaintiff saw the car, but
failing to see the fender attached to the same, by reason of the
darkness, fell over the same, and was injured. There was no
evidence to show how long the car had been so standing. Held,
that the evidence was not sufficient to show negligence on the
part of defendant.
2. Where plaintiff was injured by falling over a fender attached
to a standing car at night, by reason of the fact that the car was
unlighted or unguarded by a motorman, such fact did not consti-
tute prima facie evidence of defendant's negligence, under the
doctrine of res ipsa loquitur, so as to render it incumbent on de-
fendant to show absence of negligence in permitting the car to
remain in such condition.
3. In an action for injuries sustained by plaintiff's falling over a
fender of an unlighted street car at night, a requested instruction
that defendant was entitled to have its cars stand on the tracks for
a reasonable length of time, without being charged with a breach of
duty or an obstruction of the highway, was improperly refused.
4. Error in refusing such instruction was not cured by an in-
struction that defendant had such right if its cars were lighted, and
not otherwise. — (Adams vs. Metropolitan Street Railway Com-
pany, 81 N. Y. Suppl., 553.)
NEW YORK. — Street Railways — Striking Person Near Track —
Contributory Negligence — Negligence.
1. One cannot be held guilty of contributory negligence as mat-
ter of law because she stood with her back so near a street car
track that she was struck by a projecting rail on the side of a street
car, for which she was waiting, she having known that previously
the cars stopped just before reaching that point, and went no
fruther, and not knowing of the change made a month or six weeks
before.
2. Whether the rail on the side of a street car, by which plain-
tiff, standing back of the track, was struck, projected further than
the front of the car, which passed without striking her, so that the
July 2, 1904.]
STREET RAILWAY JOURNAL.
43
motorman was negligent in not warning her, or she got nearer to
the track after the front of the car passed her, is a question for the
jury; a conductor having testified that the rail did not project
farther than the dashboard, and other witnesses having testified
that plaintiff did not change her position. — (Loder vs. Metropoli-
tan Street Railway Company, 82 N. Y. Suppl., 957.)
NEW YORK. — Street Railways — Personal Injuries — Instructions.
In an action against a railway company, in which there was evi-
dence that plaintiff was injured by being thrown from a car by the
conductor, and no evidence that the conductor was at any time not
engaged in the runnning and management of the car, the giving of
a charge that if the conductor threw plaintiff from the car, but the
act was done willfully and maliciously, and not in the management
and running of the car, defendant would not be liable, was preju-
dicial error. — (Schwartzman vs. Brooklyn Height Railway Com-
pany, 82 N. Y. Suppl.)
NEW YORK. — Collision Between Fire Department Truck and
Street Car — Death of Fireman — Negligence — Proximate Cause
— Instruction — Imputing Negligence.
1. Greater New York Charter, Laws 1897, p. 260, chap. 378,
Sec. 748, giving vehicles of the fire department in answering a fire
alarm the right of way over other vehicles, is material on the ques-
tion of negligence and contributory negligence in a collision be-
tween a hook and ladder truck and a street car, wherein a fireman
riding on the truck is killed.
2. A requested instruction in an action for death of a fireman
occasioned by collision of the fire truck on which he was riding and
a street car, that, if the proximate cause of the collision was
the negligence of the driver of the truck, and the collision would
not have occurred had he exercised reasonable care, plaintiff could
not recover, is bad — any contributory negligence of the driver not
being imputable to deceased — because there may be more than one
proximate cause of an accident.
3. Contributory negligence of the driver of a fire truck which
collided with a street car is not imputable to a fireman on the truck,
killed by collision, he neither having control over the driver nor
being under his authority. — (Geary vs. Metropolitan Street Rail-
way Company, 82 N. Y. Suppl., 1016.)
NEW YORK. — Street Railways — Collision with Pedestrian — Con-
tributory Negligence.
Evidence in an action for injury to a pedestrian struck by a
street car, as she stepped on the track from behind a car on the
other track, held, insufficient to show freedom from contributory
negligence. — (Casper vs. Metropolitan Street Railway Company, 82
N. Y. Suppl., 1036.)
NEW YORK. — Street Railways — Collision with Team — Intersec-
tion of Streets.
The rule that at an intersection of streets the rights of a street
car and of a crossing vehicle are equal has no application, where
the vehicle is proceeding along the same street as the car, and there
is a mere attempt to cross to the other side, at the intersection, in-
stead of at some other point ; in such case the care required of the
driver of the team is as though there were no intersection. —
(Schmedding vs. New York & Queens County Railway Com-
pany, 82 N. Y. Suppl, 1034.)
NEW YORK. — Street Railroads — Injuries — Crossing Tracks —
Evidence — Question for Jury — Failure to Look — New Trial —
Newly Discovered Evidence — Diligence — Materiality of Evi-
dence— Wrongful Death — Damages — Excessiveness.
1. In an action for injuries caused by collision with a street
car, held, that whether deceased was guilty of contributory negli-
gence in attempting to cross the track, under the circumstances,
was for the jury.
2. In an action for death of the driver of a vehicle while cross-
ing a street car track, plaintiff's failure to prove that the driver
looked in the direction of the car by which he was struck before
he attempted to cross the track was immaterial, where the car
was approaching at such a distance as to warrant the assumption
of safety.
3. Where defendant knew the name and address of a witness
long before the trial, but answered, and elected to go to trial with-
out her evidence, and her affidavit in support of a new trial for her
alleged newly discovered evidence did not assert that she would
testify on a new trial, and defendant did not assert that it in-
tended to call her as a witness on such new trial, the application
was properly denied.
4. Where, in an action against a street car company for killing
deceased as he was driving across the tracks in company with a
woman, all of the evidence showed that deceased, and not the
woman, was driving, and that the horse was driven at a steady gait,
and there was nothing to indicate that the accident occurred be-
cause of incompetent driving, an affidavit of the woman, in support
of a motion for a new trial for newly discovered evidence, that she
was driving, and that deceased knew she could not drive, and that
they were laughing and talking, neither of them thinking about the
street car tracks, and that, just before the car struck the wagon,
deceased seized the reins, but too late, was not of sufficient im-
portance to justify a new trial.
5. Deceased, who had a life position as battalion chief in a fire
department, at a salary of $3,300 a year, was killed in a collision
with a street car at a crossing. He was thirty-eight years of age,
and his income was the sole support of his wife and two children,
aged eight and twelve years, respectively. Held, that a verdict in
favor of plaintiff for $25,000 is not excessive. — (Lane vs. Brooklyn
Heights Railway Company, 82 N. Y. Suppl., 1057.)
NEW YORK— Witness— Impeachment.
Where, in an action by a passenger against a street railway com-
pany for personal injuries, defendant calls the conductor of the
car on which plaintiff was riding, and he corroborates the testi-
mony of the plaintiff, defendant cannot thereafter prove the hos-
tility of the conductor to the defendant, and his prior incon-
sistent statements, for the purpose of impeaching him. — (Conklan
vs. Metropolitan Street Railway Company, 83 N. Y. Suppl., 45.)
NEW YORK. — Municipal Courts — Jurisdiction — Actions for In-
juries— Assault by Conductor.
In an action against a street railway for injuries to a passenger,
plaintiff's evidence was that he asked the conductor to pull the bell,
and the conductor ordered him to get off, and shoved him off, and
then reached and got hold of his hand, disengaged it, and he fell
into the street. Held, that while the conductor's actions consti-
tuted an assault, of which the court had no jurisdiction, they were
also in violation of the duty owed by defendant to its passengers,
rendering it liable, and the Municipal Court had jurisdiction of the
action. — (Fallon vs. Interurban Street Railway Company, 83 N. Y.
Suppl., 171.)
NEW YORK. — Street Railroads — Ejecting Prospective Passenger
— Reasonable Time for Payment of Fare — Complaint — Allega-
tions— Instructions — Effect of Injury — Expert Testimony.
1. On the issue whether plaintiff, boarding a street car as a
passenger, was ejected before sufficient time was allowed him to
pay his fare, evidence examined, and held insufficient to show, as
a matter of law, that plaintiff was given a sufficient time.
2. Where the complaint in an action for injuries sustained by
a passenger ejected from a street car alleged that plaintiff was un-
lawfully ejected by violence, but did not aver that unnecessary
violence was used, an instruction that the company had no right to
use unnecessary violence in removing him was erroneous, as allow-
ing a verdict for plaintiff on the ground that he was lawfully
ejected, but that unnecessary force was used.
3. In an action for personal injuries, expert testimony that the
injuries sustained might be the cause of headaches suffered subse-
quent to the accident was speculative, and not proper in estimating
the damages. — (Huba vs. Schenectady Railway Company, 83 N. Y.
Suppl., 157.)
NEW YORK. — Damages — Injury to Personal Property — Measure.
In an action for injuries to a van, the amount paid to have it
repaired was not the measure of damages, in the absence of proof
tha'. the repairs were necessary and reasonably worth the amount
paiJ. — (Rock vs. Interurban Street Railway Company, 83 N. Y.
Suppl., 114.)
NEW YORK. — Street Railroads — Personal Injuries — Negligence —
Evidence — Sufficiency — Instructions — Contributory Negligence
— Infants Sui Juris — Excessive Damages — Injuries to Child —
Requested Instructions — Necessity.
1. In an action against a street railway for injuries to a six-
year-old child crossing the track, the evidence examined, and held
to justify the finding of negligence in the defendant.
2. In an action against a street railway for injuries to a six-year-
old child crossing the track it was proper to refuse to charge that,
if the mother of plaintiff did not exercise ordinary care in permitting
her to go on the street unattended, or was guilty of any negli-
gence which contributed to the accident, the verdict should be for
defendant, where the question whether plaintiff was sui juris or
non sui juris was an open one under the evidence, and where the
court had already charged that, if plaintiff was non sui juris, and
her parents were guilty of negligence, their negligence was im-
putable to her.
3. An infant sui juris is chargeable with contributory negli-
gence, but in determining whether he is guilty of contributory neg-
ligence his acts are to be considered with reference to his age and
the degree of care that may reasonably be expected to be exercised
by one of his years.
4. An infant of sufficient age and intelligence to render it pru-
dent for his parent to permit him to go on the public streets unac-
companied is sui juris, and it is only his own contributory negli-
gence which will flefeat a recovery for injuries negligently inflicted
c in him by another.
44
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
5. Injuries to a six-year-old girl necessitated the amputation of
the left arm below the elbow. The scar had a tendency to make the
nerves sensitive at that point, and there was a tender spot on the
stump, and she experienced a feeling as if pins and needles were
going through the left hand, which had been removed. The de-
velopment of the left shoulder and side was markedly less than
that of the right, leaving the left shoulder much lower. There
was also evidence that the plaintiff's nerves had been disturbed
down to the time of the trial, and that two or three years pre-
ceding the trial she had rested well, but before that her sleep was
disturbed; that she had suffered pain from the time of the accident
until she testified in the case, but not all the time. Held, that a
verdict for $12,000 was not excessive.
6. Defendant should have requested an instruction telling the
jury not to consider certain evidence offered on the issue of dam-
ages ; merely excepting to the court's allowing them to consider
it was not sufficient. — (Lafferty vs. Third Avenue Railway Com-
pany, 83 N. Y. Suppl., 405.)
NEW ¥ORK. — Carriers — Street Railways — Injury to Passenger —
Negligence — Evidence — Sufficiency — Weight of Evidence.
1. In an action against a street railway for injuries to a
passenger, evidence of plaintiff that the car came to a stop and she
proceeded to alight, but before she could step firmly on the ground
the car gave a jerk and she was thrown, was sufficient to make a
case for the jury.
2. In an action against a street railway for injuries to a passen-
ger sustained in alighting from the car, evidence considered, and
held that a verdict for plaintiff based on her testimony alone was
against the clear weight of the evidence. — (Koues vs. Metropolitan
Street Railway Company, 83 N. Y. Suppl., 380.)
NEW YORK.— Street Railways— Collision with Team— Negli-
gence— Credibility of Witness — Evidence of Speed — Compe-
tency of Witness.
1. The motorman of an electric car which runs into a wagon
in a fog may be negligent in running at a high speed, though he
discovers the peril as soon as possible, and does everything in his
power to avert collision, as the peril, though not sooner discovered,
might be averted but for the speed.
2. The credibility of the motorman of a car which runs into
a wagon, and who testifies that he discovered the peril as soon as
possible and did everything in his power to avert collision, is for
the jury.
3. A passenger on an electric car, a civil engineer of eleven
years' experience, once connected with the railroad business, and
accustomed to time the speed of cars by the watch, is competent to
testify to the speed of the car. — (Fisher vs. Union Railway Com-
pany of New York City.. 83 N. Y. Suppl., 694.)
NEW YORK. — Street Railroad — Driving on Track — Contributory
Negligence — Evidence — Inferences.
1. Though it is not negligence, as matter of law, for one driving
at night on the track of a street car company to fail to look behind
him to see whether a car is approaching, he must be on the alert in
some manner, and by the exercise of some of his senses, as by
listening, to discover if such is the case.
2. Mere proof that the hearing of one driving on a street car
track was good, and that he did not hear a car approaching from
behind, does not warrant the inference that he was listening for
it. — (Belford vs. Brooklyn Heights Railway Company, 83 N. Y.
Suppl., 836.)
NEW YORK. — Conduct of Counsel — Arguing Admissibility of
Incompetent Evidence.
Though plaintiff's counsel, in arguing a question as to the admis-
sibility of a certain letter, which was actually incompetent, and
was, in fact, excluded, stated in the presence of the jury the sub-
stance of the letter, the judgment in plaintiff's favor would not be
reversed ; the trial court having directed the jury to disregard coun-
sel's statement, and the verdict not being excessive, and there not
being so great a weight of evidence in favor of defendant as to
create a doubt as to the justice of the verdict. — (Connolly vs.
Brooklyn Heights Railway Company, 83 N. Y. Suppl., 833.)
NEW YORK. — Street Railroads — Injury to Employee of Con-
tractor— Degree of Care — Negligence — Evidence — Sufficiency
— Instructions.
1. An electric railway company owes to the employee of a
contractor employed by it to paint the supporting poles belonging
to its trolley system the exercise of reasonable care to protect him
against injury.
2. In an action against an electric railway company by an em-
ployee of a contractor engaged to paint the supporting poles of its
trolley system to recover for injuries sustained by reason of his
arm coming in contact with a feed wire on the system, evidence
examined, and held sufficient to support a finding that the wire was
defectively insulated at the time it was placed on the pole as a part
of the original construction.
3. The refusal of the court to give an instruction requested by
defendant that, if the jury were in doubt, if the evidence was
equal on both sides, the verdict should be for defendant, was
properly refused, the mere existence of a doubt not requiring a
verdict for defendant. — (Kennealy vs. Westchester Electric Rail-
way Co., 83 N. Y., Suppl. 823.)
NEW YORK.— Carriers— Glass Doors in Station — Injury to Pas-
senger— Negligence — Question for Jury.
1. Plaintiff, in passing out of the station of defendant's elevated
railroad to take his car, was obliged to pass through a doorway in
which defendant maintained two swinging doors. A passenger
preceded him, and permitted one of the doors to fly back in his
face. To avoid injury, he threw up his arm, which passed through
the glass panel on the door, cutting him seriously. The glass was
double-thick window glass, and had been used by defendant in
similar doors for a series of years without any one being hurt be-
fore. Held, insufficient proof of negligence to go to the jury. —
Farmer vs. Brooklyn Heights Railway Company, 83 N. Y. Suppl,
815.)
NORTH CAROLINA.— Malicious Prosecution— False Imprison-
ment— Warrant — Probable Cause — Malice — Exemplary Dam-
ages— Actual Damages — Agency — Authority — Admission of
Evidence — Waiver of Exceptions.
1. In an action for false arrest and malicious prosecution of
plaintiff for an attempt to defraud a street railway company of a
fare, evidence as to admissions by other parties arrested at the
same time that they had paid no fare, and were drunk at the time,
was properly excluded, plaintiff not having been charged with con-
spiracy, nor arrested and tried for drunkenness.
2. Where, in an action against a street railway for false arrest
and malicious prosecution, it was shown that defendant's con-
ductor pointed out plaintiff on the car, and directed the officer to
arrest him for refusing to pay his fare, and that the conductor had
been advised by some one in the front of the car, where defendant's
manager was standing, there was evidence tending to show that de-
fendant caused the arrest.
3. Where an arrest is illegal, proof that defendant acted without
malice is no defense to an action for false imprisonment and mali-
cious prosecution.
4. Where, in an action for false arrest and malicious prosecution,
the regularity of the warrant was not questioned, it was not neces-
sary to offer the warrant in evidence.
5. In an action for false arrest and malicious prosecution it is
not necessary to show who actually swore out the warrant for
plaintiff's arrest, provided it is shown that the warrant was sworn
out at the instigation or procurement of defendant.
6. In an action for malicious prosecution, circumstantial evi-
dence is competent to prove that defendant instigated the prosecu-
tion.
7. Where a conductor of a street car, after an altercation with
a passenger, in which he had repeatedly demanded a fare, refused
to accept the fare when finally tendered, and ordered the passenger
arrested for refusing to pay, the conductor's conduct tends to
show malice.
8. Malice may be inferred from the want of probable cause for
the prosecution.
9. Where an instruction given at a party's request contains every
element of an instruction objected to, the party cannot be heard
to except.
10. In an action for malicious prosecution plaintiff may recover
exemplary damages.
11. Plaintiff in an action for false arrest is entitled to recover
all actual damages suffered, but cannot recover punitive damages,
unless the arrest is accompanied with gross negligence, malice, in-
sult, oppression, or other circumstances of legal aggravation. —
(Kelly vs. Durham Traction Company, 43 S. E. Rep., 923.)
NORTH CAROLINA.— Street Railways— Negligence— Operating
Cars Without Fender— Violation of Statute— Suspension of
Statute — Validity of Suspension.
1. Whether a street railway company was negligent in operat-
ing a car without a fender, as required by law, was a question for
the jury.
2. Acts 1 901, p. 968, c. 743, Sec. 2, requires all street railway
companies to use fenders in front of passenger cars, but provides
that the corporation commission may "make exemptions" from
the provision of the statute. The commission exempted all street
railway companies from the provisions of the statute until other-
wise ordered. Held, that the order amounted, not to an exemp-
tion, but to a suspenson of the statute, and hence was invalid, and
the statute remained in force.— (Henderson vs. Durham Traction
Company, 44 S. E. Rep., 598.)
OHIO.— Carriers— Injury to Passenger— Alighting from Street
Car.
1. If a street car comes to a full stop for any purpose, and a
July 2, 1904.]
STREET RAILWAY JOURNAL.
45
passenger is in the act of alighting, it is negligence for the con-
ductor to start the car before such passenger has had a reason-
able opportunity to get off safely.
2. But if the car does not stop, merely slacking speed sufficiently
to permit a passenger to get on, the conductor, in the absence of
notice of passenger's intention to alight, is not bound to know that
any passenger will attempt to get off, or is in the act of getting
off, while the car is in motion.
3. Where there is a conflict of evidence as to whether the car
stopped, or whether it only slowed up enough to allow a man to get
on, and also as to whether the conductor had notice of the plain-
tiff's intention to alight, it is error to charge the jury as follows:
"If you find from the evidence in this case that the car stopped or
slacked up, for the purpose, sufficiently to let a man onto the same,
and at the same time the plaintiff attempted to alight, then we say
to you that it became and was the duty of the conductor of the
car before causing or permitting said car to go ahead, to use the
highest degree of care, consistent with the proper running of said
car, to see and ascertain what, if any, other person or persons
might be getting on or off the car at the time other than said
man." — (Ashtabula Rapid Transit Company vs. Holmes., 6s N. E.
Rep., 877.)
oHIO. — Carriers — Negligence of Servant — Evdence of Relation-
ship— Liability of Master.
1. Where, in an action brought by L. against a street railway
company to recover damages for personal injuries sustained by
her in consequence of the alleged negligent conduct of a servant
of the defendant company, such company by its answer denies that
the person whose act caused the injury complained of was at the
time of such injury the servant of said company engaged in the
prosecution of its business, and there is evidence tending to sup-
port such denial, held that, whether the person whose immediate
negligence or misconduct caused the particular injury complained
of was, at the time, the servant of and was then acting for the de-
fendant company sought to be charged, is a question of fact to be
submitted to the jury under proper instructions from the court.
2. The test of a master's liability is not whether a given act was
done during the existence of the servant's employment, but whether
such act was done by the servant while engaged in the service of
and while acting for the master in the prosecution of the master's
business.
3. A master is not liable for the negligent act of a servant or
employee if, at the time of the doing of such act, the servant or
employee is not then engaged in the service or duties of his em-
ployment, although the act be one which, if done by such servant
or employee while on duty at a time when actually engaged in his
master's service, would be clearly within the course and scope of
the usual and ordinary duties of such servant or employee. — (Lima
Railway Company vs. Little, 65 N. E. Rep., 861.)
OHIO. — Electric Railroad Classed as Street Railroad — Passenger
Standing on Platform — Implied Agreement of Passenger —
Rules of Carrier — Law of Negligence.
1. An interurban electric railroad is classed as a street railroad
by the statutes of this state.
2. While such interurban railroad companies are subject to the
same regulations and have all the powers of street railroad com-
panies, so far as applicable, the law of negligence governing the
standing on a platform of a moving street car in a municipality is
rot applicable to the case of standing on such platform of a mov-
ing interurban car in the open country.
3. The law of negligence governing the standing on a platform
of a moving interurban car outside of a municipality is the same as
in the case of steam cars ; and where a rule of the company pro-
hibits passengers from standing on the platform, and notice thereof
is properly posted, or where the passengers, upon request, refuse
to enter the car, there being in either case vacant seats, they re-
main on the platform at their peril.
4. In a contract for safe carriage, there is an implied agree-
ment that the passenger will obey the reasonable rules of the car-
rier ; and where the passenger purposely violates such rule, and
is thereby injured, he cannot recover damages from the carrier in
an action on the contract. — (Cincinnati, L. & A. Electric Street
Railway Company vs. Lohe, 67 N. E. Rep.. 161.)
OREGON.— Street Railway— Injury to Passenger— Riding on
Footboard of Car— Contact with Bridge— Negligence— Con-
tributory Negligence — Questions for Jury — Instructions.
1. One is not guilty of contributory negligence in riding on the
footboard of an open car where all the seats are occupied.
2. A street railway company constructed its tracks so near the
superstructure of a bridge as to leave only 18 ins. between the
framework thereof and the outer edge of the foot-board of its
open cars. A passenger riding on the footboard — the seats inside
the car all being occupied — was injured by coming in contact with
a strut of the bridge. There was evidence that the car was going
at an unlawful rate, and that no warning was given. Held, that
the company's negligence was a question for the jury.
3. The fact that the street railway had been operated for over
ten years, and that no accident had occurred from a like cause,
did not show an absence of negligence, as matter of law.
4. One injured while riding on the footboard of an open car
by coming in contact with the strut of a bridge over which the
car was passing was not guilty of contributory negligence, though
he leaned back in returning his money to his pocket, or in looking
to see what a friend, also on the footboard, was doing.
5. It is not negligence per se for a street railway company to
permit passengers to ride on the footboard of an open car where
all the seats are occupied.
6. Refusal to charge that it was not negligence for a street rail-
way company to permit a passenger to ride on the footboard of a
crowded car was error, though the court charged that if the pas-
senger voluntarily took his place there, and, by reasonable care,
could have ridden safely, but did not use such care, the company
was not liable, especially where the court also charged that, if the
accident to the passenger was the direct result of the overcrowded
conditon of the car, the company would be liable, provided the
passenger was not guilty of contributory negligence. — (Anderson
vs. City & Suburban Railway Company, 71 Pacific Rep., 659.)
OREGON. — Street Railway — Negligence — Question for Jury — ■
Contributory Negligence.
1. One who fails to look and listen for a car before crossing
a public street in- daylight at a place where his view is unobstructed
is guilty of contributory negligence.
2. Under such circumstances, there can be no recovery for in-
juries, notwithstanding the defendant may have been negligent in
running the car at a dangerous rate of speed.
3. Where one approaching a street railway track stops near the
track, the motorman in charge of an approaching car has a right to
assume that he intends to wait until the car passes, and is not
guilty of negligence in releasing his brakes at the time. — (Wolf
vs. City & Suburban Railway Company, 72 Pacific Rep., 329.)
PENNSYLVANIA.— Appeal— Review— Conflicting Evidence-
Negligence — Infant — Question for Jury — Action by Mother.
1. A verdict on conflicting evidence will not be set aside because
the appellate court would, on the same evidence, have reached a
different conclusion.
2. The question whether a boy of twelve years of age had
sufficient capacity to be sensible of danger and to avoid it is not a
question of law, but one of fact for the jury.
3. Act June 26, 1895 (P. L. 316), giving a wife, under certain
circumstances, equal authority with the father, and equal right to
the custody and services of a minor child, gives no right of action
for an injury to such minor child caused by the negligence of
another, and not resulting in death.
4. Where a father sues in his own right for an injury to his
minor son, and as next friend, to recover for injuries not resulting
in death, and pending suit the father dies, and the mother is sub-
stituted, a judgment for her in her own right cannot be sustained.
— (Kellv vs. Pittsburg & B. Traction Company, 54 Atlantic Rep.,
482.)
PENNSYLVANIA. — Carriers — Overcrowded Cars — Injury to
Passenger — Riding on Platform.
1. A carrier must exercise additional care and precaution
where it allows its cars to be overcrowded.
2. Where a passenger is allowed to enter a street car where
there is no vacant place except on the platform, and pays his fare,
it is an assurance that the carrier will guard him against accident
while standing on the platform, so far as circumstances permit.
3. In an action against a street railway company for injuries to
passengers, it appeared that the plaintiff, the car being crowded,
went on the front platform at the conductor's request ; that the
car was run very rapidly over the tracks of a steam railroad, and
down a grade ; that the conductor, who had preceded the car at
the crossing, jumped on the front steps, and so pushed the other
passengers on the platform that plaintiff lost his hold, and fell
under the wheels. Held, that a verdict for plaintiff would be sus-
tained.— (McCaw vs. Union Traction Company, 54 Atlantic Rep.,
893-)
PENNSYLVANIA.— Street Railroads— Injury to Boy— Negli-
gence of Motorman.
1. Evidence in action against a street car company, causing
death of boy riding on the side steps of a freight car on a track-
parallel to the street car, considered, and held to show the motor-
man not guilty of negligence.
2. Where a motorman is confronted with a sudden danger, he is
not liable for failure to follow what might appear on reflection to
be the wiser course. — (Ackerman vs. Union Traction Company,
55 Atlantic Rep., 16.)
46
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[Vol. XXIV. No. i.
PENNSYLVANIA.— Street Railroads — Collision — Evidence-
Negligence.
1. Evidence in action against a street railway to recover dam-
ages for a collision at a street crossing with plaintiff's horse and
wagon examined, and held to justify the court in directing a
verdict for defendant.
2. The failure to look for an approaching street car is negli-
gence per se, and the duty is not performed by looking when first
entering on a street, but continues until the track is reached. —
( Moser vs. Union Traction Company, 55 Atlantic Rep., 15.)
PENNSYLVANIA. — Carriers — Injury to Passenger — Contribu-
tory Negligence.
1. The burden is on a person injured by stepping on or off a
moving street car and receiving an injury thereby to show why the
case should go to the jury.
2. Where plaintiff signals an electric car to stop at a crossing,
and the signal is heeded, and the car is slackening its speed, and he
attempts to get on while it is running three miles an hour, and is
injured thereby, he cannot recover. — (Hunterson vs. Union Trac-
tion Company, 55 Atlantic Rep., 543.)
PENNSYLVANIA.— Witness — Cross-Examination — Extent-
Discretion of Court — Personal Injuries — Damages,
r. The cross-examination of a witness is largely in the discre-
tion of a trial court, and will not be reviewed unless that discretion
has been abused.
2. The cross-examination of a witness should be limited to mat-
ters in regard to which he has testified in chief.
3. Where a witness has testified as to part of a conversation, he
may be cross-examined as to the rest of it.
4. In an action by a woman against a street railway company
for personal injuries, a physician, who examined plaintiff at her
request, testified for defendant that, knowing that it was for the
purposes of the trial, he concealed from plaintiff the fact that he
was the physician of the company, and that thereafter, at his re-
quest, plaintiff called on him, and he told her he thought he could
get something for her injuries from the company. Held, that it
was proper to ask him on cross-examination if in such conversa-
tion he did not deny to plaintiff that he was the surgeon of the
company.
5. Where, in an action for personal injuries, plaintiff testified
that she was working for wages, and the amount thereof, and that
she was obliged to lay off for a certain number of weeks, an in-
struction that she could recover for such wages was proper. —
(Glenn vs. Philadelphia & W. C. Traction Company, 55 Atlantic
Rep., 860.)
PENNSYLVANIA.— Appeal— Time of Taking— Filing Excep-
tions— Street Railways — Laches.
1. Where a case was heard on bill, answer, and proofs, and an
opinion filed on Jan. 6, and no exceptions were filed, and after ten
days, and before actual entry of a decree appellants moved for
leave to file exceptions nunc pro tunc, and the exceptions were
then filed, and the opinion of the court dismissing them was filed
May 12, 1902, the time of the appeal ran from such latter date.
2. A judge sitting as a chancellor has a discretion to allow ex-
ceptions to be filed nunc pro tunc after the expiration of ten days
from the decree nisi.
3. Where a street railway company lays a single track on a
turnpike road so as to indicate plainly an intent to build a double
track, and the road is operated for two years, and the company
then proceeds to lay its second track; abutting owners, after a
third of the track has been constructed, are estopped by laches from
seeking to restrain the further construction of the road.
4. Act May 14, 1880, Sec. (P. L. 217). giving a street railway
company the right to condemn a turnpike road on making compen-
sation to the owner thereof, provides for compensation to the
owner of the turnpike, but grants no right of the abutting property
owners. — (Hinnershitz et al. vs. United Traction Company et al,
55 Atlantic Rep., 841.)
PENNSYLVANIA. — Carriers — Injury to Passenger — Contribu-
tory Negligence.
1. Where evidence in an action for injuries to a passenger on
an open electric street car showed that he left his seat, and stepped
onto the running board of the car, holding on with his left hand, a
bag of tools in the other hand, and was thrown off when the car
stopped with a sudden jerk, his contributory negligence barred
recovery for the injuries received.
2. A passenger on an electric street car. leaving his seat, and
stepping onto the running board of the car while in motion, as-
sumes the risk of his position. — Bainbridge vs. Union Traction
Company, 55 Atlantic Rep., 836.)
PENNSYLVANIA. — Street Railroad — Injury to Passenger —
Contributory Negligence.
t . Where a passenger on an open electric car signals the con-
ductor to stop at a crossing before and after it had reached it, and
the conductor does not heed the signal, and the passenger stands
at the edge of the car with his face to the rear and an arm around
a stanchion, and again signals the conductor when the car is in the
middle of the block, and the car is then suddenly stopped with a
jar, and the passenger is thrown out, he is guilty of contributory
negligence barring recovery for the injuries received. — (Jennings
vs. Union Traction Company, 55 Atlantic Rep., 765.)
RHODE ISLAND.— New Trial— Withdrawal of Petition— Effect
— Amendments — Misfortune, Accident, or Mistake — Notice at
time of Filing Petition.
1. After verdict for plaintiff in the common pleas division de-
fendant filed its petition for a new trial under Gen. Laws, p. 862,
c. 251, having taken all requisite preliminary steps. On the same
day plaintiff, without taking any previous steps in that direction,
also filed a petition for a new trial; and the papers were certified
to the appellate division, where plaintiff filed a motion to amend
his petition in conformity therewith. Thereupon defendant filed a
withdrawal of its petition. Held, that, as the withdrawal of de-
fendant's petition did not withdraw the other papers in the cause
from the jurisdiction of the court, defendant might abandon its
petition, as no injury to plaintiff would be caused thereby.
2. Plaintiff was entitled to a hearing on his petition on reim-
bursing defendant for the amount expended by it for the transcript
of testimony and rulings filed in the case.
3. Plaintiff's proposed amendment to his petition for a new trial
related to certain matters occurring in open court, and there was
no claim made that they were omitted from the petition by reason
of any accident or mistake. Held, that the amendment should be
refused in accordance with the general rule that a petition for a
new trial cannot be amended by adding new and additional assign-
ments of error, of which the party had notice at the time of filing
the petition. — (Gladding vs. Union Railway Company, 54 Atlantic
Rep., 1060.)
RHODE ISLAND.— Carriers— Approaching Places of Danger-
Care Required.
1. In approaching any place of danger — as in attempting to
run its cars through a mob — it is the duty of a common carrier
to use the utmost care to protect its passengers from injury. —
(Bostworth vs. Union Railway Company, 55 Atlantic Rep., 490.)
RHODE ISLAND.— Carriers — Injuries to Passengers— Ab-
sence of Negligence — Evidence — Sufficiency.
1. In an action against a street railway for injuries to a pas-
senger caused by the breaking of an appliance underneath the car,
where defendant's evidence showed, not only that it purchased the
appliance from a reputable dealer, but also that it had made daily
inspection of the same by an expert employed for that purpose,
and plaintiff offered no evidence in rebuttal, relying wholly on the
doctrine of res ipsa loquitur, a verdict for defendant was sup-
ported.— (Murray vs. Pawtuxet Valley Street Railway Company,
55 Atlantic Rep. 491.)
RHODE ISLAND.— Street Railroads— Injury to Pedestrians-
Previous Acts of Negligence — Admissibility of Evidence —
Harmless Error.
1. Evidence in an action by a pedestrian against a street rail-
way for injuries that defendant had failed to ring the bell on the
car in question at the intersection of the other streets prior to
the time of the accident is improper.
2. Where appellant's liability is established so conclusively as
to make a new trial unavailing, the admission of improper evi-
dence is not ground for reversal. — (Dyer vs. Union Railway Com-
pany, 55 Atlantic Rep., 688.)
TENNESSEE. — Street Railways — Injuries to Passenger — Neg-
ligence— Contributory Negligence — Duty to Aged Passen-
gers— Instructions — Waiver of Error — Punitive Damages —
Sufficiency of evidence.
1. Plaintiff's contention, in an action against a street railway
for injuries, was that she was negligently carried beyond her des-
tination on the trip out from the city to her home, and to the ter-
minus of the road; that on the trip back she was wantonly carried
beyond her stopping place again; that the conductor treated her
rudely on the trip out and back; and that she was injured in at-
tempting to get off at a place beyond her destination, where the
car stopped on the return trip. Held, that evidence of what was
said and done by the conductor and plaintiff was not only compe-
tent, but constituted the gist of the action.
2. Though the charge of the court, in an action against a street
railway for injuries, to the effect that defendant would not be
liable if plaintiff's negligence was the sole cause of the injury,
was erroneous, defendant is not in a position to complain where
it did not ask for any other or additional charge.
3. Where the record on appeal is an action against a street rail-
way for injuries shows that defendant insisted that the facts ad-
duced at the trial presented a case of sole negligence on the part of
defendant, or sole negligence on the part of plaintiff, depending
July 2, 1904.]
STREET RAILWAY JOURNAL.
47
on whether plaintiff's or defendant's theory of the facts be adopted,
and that no charge of contributory negligence was requested,
defendant cannot complain of the court's failure to charge that
it would not be liable, though negligent, if plaintiff's negligence
contributed to her injury.
4. It is the duty of a conductor in charge of a street car to see
that no one is in the act of alighting when he starts his car after
having stopped to discharge or take on passengers at a regular
stopping place.
5. It is the duty of those in charge of a street car to give
greater care and consideration to aged and infirm passengers,
whose age or infirmities are apparent, than to other passengers,
and, if necessary, to assist such passengers to alight from the car
when they arrive at their destination.
6. Defendant in a civil action cannot complain of the trial
court's action in stating plaintiff's theory in the charge, when a
correct statement of defendant's theory was also given.
7. In an action by a passenger against a street railway for in-
juries, evidence, held, to justify punitive damages. — (Memphis
Street Railway Company vs. Shaw, 75 S. W. Rep., 713.)
TENNESSEE. — Street Railway — Injury to Persons on Street —
Failure to Look and Listen.
I. It is not negligence as a matter of law for a person driving
on a street in a vehicle in the daytime, under ordinary circum-
stances, to fail to look and listen for the approach of street cars. —
(Memphis Street Railway Company vs. Riddick et al., 75 S. W.
Rep., 924.)
TEXAS. — Harmless Error.
1. Where the undisputed facts in an action for injuries to a
passenger on a street car showed that he was entitled to recover
in any event, judgment in his favor was not reversible for error
in the submission of the cause. — (Houston Electric Street Rail-
way Company vs. Elvis, 72 S. W. Rep., 216.)
TEXAS. — Street Railways — Collision With Vehicles — Excessive
Speed — Ordinance — Contributory Negligence — Petition —
Evidence.
1. In an action against a street railway company, the petition
alleged that defendant negligently ran its car at a speed of 18
to 20 miles an hour, and in excess of the speed permitted by an
ordinance, which was duly set out; that it negligently omitted to
stop its car or give warning, and "by reason of said negligence of
the defendant" plaintiff was injured, etc. Held, that recovery
could be based either on the company's negligence in failing to
stop the car or in running it at an excessive rate of speed.
2. The ordinance was competent evidence to prove that the
speed was excessive.
3. In an action against a street railway company for injuries
sustained in a collision, the evidence showed that plaintiff's vehi-
cle was badly smashed and broken, and that plaintiff's bill for
fixing it was $26. Plaintiff was not cross-examined as to such
damage, nor was any evidence in rebuttal offered by defendant.
Held, that an instruction was authorized, permitting the jury to
consider, in estimating damages, the amount, if any, expended
by plaintiff in repairing the carriage.
4. Plaintiff injured, while attempting to drive across a street
railway track, through a collision with a car, held, under the evi-
dence, not to have been guilty of contributory negligence as a
matter of law. — (San Antonio Traction Company vs. Upson, 71
S. W. Rep.,565.)
TEXAS. — Street Railroads — Injuries to Pedestrians — Children —
Negligence — Instructions — Variance — Findings.
1. While defendant's street railway car was running slowly,
plaintiff, a child four years of age, walking from the direction the
car was coming, went obliquely on the track about 12 ft. ahead of
the car. Persons shouted to the motorman, and he either looked
towards them or was talking to another employee, and the child
was struck and injured. Held, that the motorman was guilty of
negligence.
2. Where, in an action for injuries to a child by collision with
a street car, it was alleged that the motorman did not look in the
direction the car was going, but looked in an opposite direction,
and that he "well knew that plaintiff was on the track in front
of the car, and well knew plaintiff's dangerous and hazardous
position," such allegations justified an instruction, that if the
motorman failed to use ordinary care to discover plaintiff on the
track, or was guilty of negligence in failing to stop the car in
time to avoid injury to plaintiff after having discovered her on
the track, plaintiff was entitled to recover.
3. Where it was alleged that an injury to plaintiff by being-
struck by a street car occurred at the crossing of a particular
street, and the evidence showed that the child was injured at a
point perhaps 40 ft. from such street, the variance was immaterial;
110 objection having been interposed to the evidence and defend-
ant having made no claim of surprise.
4. Where a witness testified that a street car was going very
slow, about as fast as a man could walk, when it struck plaintiff,
and another testified that it was not going fast, but was running at
an ordinary speed, and a third testified that the car was going very
slow, the evidence justified a finding that the car was moving
slowly at the time plaintiff was struck. — (San Antonio Traction
Company vs. Court, 71 S. W. Rep., 777.)
TEXAS. — Street Railways — Duty of Motormen — Failure to
Listen for Bell — Failure to Stop Car — Pleadings — Evidence.
1. Failure of the motorman on a street car to exercise reason-
able care in listening for signals to stop the car given by a passen-
ger who desired to alight, in consequence of which he did not
stop the car, and the passenger was injured in attempting to alight
from it while in motion, was actionable negligence.
2. Where plaintiff alleged that while riding on defendant's
street car he rang the bell, giving thereby the usual signal to stop,
and that, though he did this repeatedly, the motorman negligently
failed and refused to stop, whereupon plaintiff attempted to
alight while the car was in motion, and was injured, the pleading
was sufficient to raise the issue of negligence on the part of the
motorman in failing to use ordinary care to hear the bell if it was
rung.
3. In an action against a street railway for injuries sustained
by plaintiff in attempting to alight from a car while it was in mo-
tion, in consequence of the motorman's failure to stop the car
when signaled to do so, plaintiff offered evidence that before ar-
riving at the point where he wished to alight he had a misunder-
standing with the motorman, who also acted as conductor, as 10
the payment of plaintiff's fare, and that the motorman appeared
angry. Plaintiff testified that when he got off, the car had passed
the point at which he wished to alight; that he got off because
he thought the motorman would carry him still further. Held,
that the evidence was relevant as tending to show ground for
plaintiff's belief that the motorman would carry him further unless
he got off at the time he did. — (Fuller et al. vs. Denison & South-
ern Railway Company, 74 S. W. Rep., 940.)
TEXAS. — Street Railways — Negligence — Contributory Negli-
gence— Evidence — Sufficiency — Appeal — Prejudicial Error.
1. Plaintiff's wife was struck by one of defendant's cars while
driving across its tracks. The car was running on a down grade,
and was some 250 ft. distant when plaintiff's wife started to cross
the track. The motorman allowed the car to run of its own mo-
mentum, and did not have it under control, although he knew
the street was crowded, and saw plaintiff's wife; and he made no
effort to stop the car until it struck her carriage, which was
hindered from crossing by a team passing immediately in front
of it. Held, that the facts showed negligence on the part of de-
fendant.
2. The facts failed to show negligence on the part of plaintiff's
wife proximately contributory to her injury.
3. In an action against a street railway company for injuries
from a collision, error, if it was such, in admitting in evidence
a city ordinance requiring motormen to keep vigilent watch for
vehicles and persons on foot, and in giving a charge in the lan-
guage of the ordinance, when such ordinance was not pleaded,
was not prejudicial where undisputed evidence showed that the
motorman exercised the diligence required by the ordinance,
and still failed to prevent the injury. — (Dallas Consolidated Elec-
tric Street Railway Company vs. Illo, 73 S. W. Rep., 1076.)
TEXAS. — Street Cars — Collision with Train — Contributory Neg-
ligence— Instructions.
1. Defendant, having specially pleaded the contributory neg-
ligence of plaintiff, whose hack was struck by its car, to be in not
passing clear over the track, or far enough beyond it for the car
to clear it, is not entitled to submission of the issue of contribu-
tory negligence on evidence that he drove clear over the track,
stopped, and, as the car was about to pass, backed into it.
2. In the absence of a proper requested charge defendant can-
not complain of the general charge that verdict should not be
against it if it had exercised ordinary care to avoid the accident.
3. A requested charge, in an action for injury to a hack by a
street car, that, if the hack was standing near the car track, and
as the car approached the hack backed into it, plaintiff could not
recover, is improper, as the hack may have stood so near the track
that it would have been struck had it not been backed; or it might
have been backed, and yet defendant have been negligent in not
stopping the car before it injured the hack. — (El Paso Electric-
Street Railway Company vs. Ballinger & Longwell, 72 S. W.
Rep., 612.)
TEX AS.-irActions — Parties — Misjoinder — Exceptions — Time for
Filing — Prejudicial Error.
1. An action against a street railway for personal injuries sus-
tained by plaintiff on account of the negligence of the company's
employees, cannot be joined with an action against the company
48
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
and its president to recover for a libel published concerning the
plaintiff.
2. In an action against a street railway to recover for injuries
sustained on account of the negligence of its employees, the com-
pany's president is improperly joined as a defendant.
3. A misjoinder, either of actions or of parties, must be taken
advantage of by a plea in abatement, or, where the misjoinder
appears from the face of the petition by a special exception in the
nature of such plea.
4. Pleas in abatement or exceptions to the petition, in the
nature of such pleas, must, to be considered, be filed prior to
an answer to the merits, whether such answer raises issue of law
or of fact.
5. While it may not be reversible error to sustain a special
exception to a misjoinder of actions or parties, though not filed
in due order of pleading, in the absence of any showing that
plaintiff was prejudiced thereby, where one of the causes of action
was barred by limitations when the exception was filed and acted
on, a judgment sustaining such exception will be reversed. —
(Brooks vs. Galveston City Railway Company et al., 74 S. W.
Rep., 330.)
TEXAS.- — Municipal Corporations — Defective Streets — Liability
of Street Railroad — Concurrent Negligence of Railroad —
Effect — Instructions — Waiver.
1. Plaintiff alleged that the defendant negligently permitted
its street car 'track to project above the surface of the adjacent
street, and permitted the street near its track to become scooped
out and worn into holes, and that while endeavoring to cross
the track the wheels of his wagon struck the projecting rails,
dropped into said holes, and slid on and against the rails, jolting
him from his seat. It appeared that the accident occurred where
defendant's track crossed those of a railroad; that the tracks of
both companies were in bad condition; that the wagon wheel
slid along defendant's track until it struck the railroad track,
whereon plaintiff fell off. Held, that defendant was not relieved
from liability by reason of the concurrent negligence of the rail-
road.
2. Though the petition did not aver that the culminating force
causing plaintiff's fall was the impact of the wheel with the rail-
road track, the mere appearance of such fact on the trial did not
justify a charge relieving defendant from liability because of the
concurring negligence of the railroad.
3. Error in so charging was not relieved by a charge that
if defendant was guilty of negligence in failing to fill the holes,
and the wheel droppd into one, and struck or slid against the
rail, and plaintiff was injured by reason thereof, he should re-
cover.
4. Plaintiff waived the bar of "privilege" to a communication
testified to by defendant's counsel by failing to object to the testi-
mony of another witness relative thereto, and by himself testify-
ing with respect to the same. — (Shelton vs. Northern Texas Trac-
tion Company, 75 S. W. Rep., 338.)
VIRGINIA. — Trial — Instructions — Carriers — Injury to Passen-
ger— Burden of Proof — Harmless Error.
1. Where there is any evidence tending to support an instruc-
tion, even though it be so slight as to be insufficient to support
a verdict, it is error to refuse the instruction.
2. In an action by a passenger for injuries received in alight-
ing from a street car, where the contributory negligence of plain-
tiff was established, the burden is on her of proving that defend-
ant could, by reasonable care, have avoided the accident after
the peril of the passenger was discovered.
3. An instruction without any evidence to sustain it is erro-
neous.
4. A verdict rendered on erroneous instructions will be sus-
tained only when it clearly appears that no injury could have
resulted from the error. — (Richmond Passenger & Power Com-
pany vs. Allen, 43 S. E. Rep., 356.)
VIRGINIA. — Street Railroads — Injury to Trespasser — Evidence.
1. Evidence is inadmissible, in an action against an electric
railroad for injuries to a person on the track, to show the dis-
tance in which a car could be stopped, which is entirely different
from that by which the injury was caused, and differently
equipped.
2. No duty is owing by a railroad company to a trespasser on
its track, except, after it knows of his danger and peril, to exer-
cise reasonable care to avoid injuring him. — (Richmond Passen-
ger & Power Company vs. Racks' Adm'r.. 44 S. E. Rep.. 709.)
VIRGINIA. — Trial — Reception of Evidence — Street Railways —
Negligence — Conflicting Evidence.
1. The order in which the evidence is introduced is a matter
largely in the discretion of the trial court, and its judgment will
not be reversed because evidence proper in chief was introduced
in rebuttal.
2. It is the duty of a street car company, when its cars are
standing at a stopping place for the reception of passengers, to
use the highest degree of care to see that all passengers lawfully
entering its cars get to a place of safety thereon before starting
its cars.
3. Where the jury is properly instructed, its verdict upon con-
flicting evidence will not be disturbed. — (Norfolk & A. Terminal
Company vs. Morris, Adm'x., 44 S. E. Rep., 719.)
VIRGINIA. — Carriers — Injuries to Passengers — Contradictory
Evidence — Verdict — Vacation — New Trial — Appeal — Review
of Evidence.
1. Under the express provisions of Acts 1891-92, p. 962, where
there have been two trials of an action at law, and the verdict
on the first is set aside by the trial court, and a new trial granted,
and proper exceptions taken, and on the second trial a jury is
waived, and no testimony introduced, whereupon a judgment is
rendered, and the evidence certified, the appellate court will ex-
amine the evidence on the first trial, and, if the court erred in set-
ting aside the verdict, the subsequent proceedings will be annulled,
and a judgment rendered thereon.
2. In an action for injuries received while boarding a street car,
held that, plaintiff's evidence being contradictory, a verdict in her
favor was properly set aside as unsupported by the evidence. —
(Northington vs. Norfolk Railway & Light Company, 46 S. E.
Rep., 476.)
VIRGINIA. — Street Railways — Passengers — Point of Stopping —
Contributory Negligence — Instructions.
1. It is the duty of the street railway to use extraordinary care
and caution t- see that passengers are not injured in getting on or
off its cars when stopped at a regular point for stopping.
2. If plaintiff undertook to get off a street car while in motion,
she was guilty of contributory negligence; but if she retained her
seat until the car stopped, and reached the platform before it
started, and was thrown, while alighting, by the sudden starting
of the car, she was not guilty of contributory negligence.
3. It is not error to refuse instructions when the propositions
of law, although correctly stated therein, are sufficiently covered
by other instructions which are granted. — (Richmond Traction
Company vs. Williams, 46 S. E. Rep., 292.)
WASHINGTON.— Street Railroads — Personal Injuries — Condi-
tion of Tracks — Instructions — Conflict — Harmless Error —
Damages — Mental Suffering for Disfigurement.
1. In an action against a street railroad, an instruction that
a person injured on account of the negligent failure of defendant
to comply with an ordinance in respect to the condition of the
track could recover "unless you should further find from the
evidence that some sufficiently efficacious method be applied to
keep the streets in safe condition for public travel," was not
objectionable as meaningless, as it would be understood to mean
that defendant would not be liable if any efficacious method,
other than the one prescribed by the ordinance, had been adopted.
2. In an action against a street railway, an instruction that
if the rails projected above the surface of the street sufficiently
to obstruct public travel, and there were no planks laid along the
rails as required by ordinance, plaintiff should recover, was not
objectionable as subjecting defendant to an absolute liability in
case of a failure to use planks, especially in view of a further
instruction that, if defendant by some other method protected the
rails, the ordinance should not be considered.
3. Detached portions of an instruction cannot be considered
on appeal, but all the instructions must be construed together.
4. An instruction that it was defendant's duty to construct its
tracks in such a way as to be "safe" for travel was not prejudicial,
as requiring absolute safety, where a subsequent instruction re-
quired them to be only "reasonably safe."
5. The instructions were not conflicting, as the latter, instead
of contradicting the former, made definite and certain that which
was before indefinite.
6. An appellate court will not be justified in reversing a judg-
ment where an error has been committed if it further appears that
such error was immaterial.
7. Compensation may be had for mental suffering and distress
of mind because of disfigurement. — (Gray et ux. vs. Washington
Water Power Company, 71 Pacific Rep., 206.)
WASHINGTON.— Carriers — Injuries — Defective Platform —
Contributory Negligence — Trial — Permitting Witness to
Change Testimony — Rebuttal — Cross-Examination.
1. Where, in an action for injuries to plaintiff's ankle, she tes-
tified on cross-examination that she had not had previous trouble
with her ankles, and thereafter a witness for plaintiff on cross-
examination testified that plaintiff told him that she suffered an
injury to her ankle in getting off a railroad car when she was a
little girl, it was not error for the court to permit plaintiff to be
recalled, and to testify that her right ankle had been injured as
stated, but that it was for injury to her left for which she sued.
July 2, 1904.]
STREET RAILWAY JOURNAL.
49
2. Where, in an action for injuries, a witness on direct examin-
ation merely testified to the condition of a platform at the time
of the accident, and the actual occurrence there, evidence elicited
from him that plaintiff had told him that she had suffered an
injury to her ankle when she was a child was not proper cross-
examination.
3. In an action for injuries to a passenger by stepping on a
rotten plank in a platform, a witness for defendant testified that
the platform was made safe the day prior to the accident. Plain-
tiff, in rebuttal, called a witness who testified that no repairs were
made to the platform until several days after the accident, and on
cross-examination stated that he did not know that plaintiff had
injured her foot prior to the injury complained of, and that he
had never stated that he had so injured it. Defendant thereafter
called a witness and asked him whether or not plaintiff's witness
had not told him that plaintiff had injured her ankle when a girl,
and that it was always weak. Held, that such question was prop-
erly excluded as not proper rebuttal or impeachment, since plain-
tiff could not be prejudiced by a statement made to her witness
not in her presence.
4. In an action for injuries to a passenger by stepping on a
defective plank in a platform, in the absence of a plea of con-
tributory negligence, evidence tending to show that plaintiff
stepped on the platform on a weak limb, and was careless in so
doing, was inadmissible. — (Bailey vs. Seattle & R. Railway Com-
pany, 73 Pacific Rep., 679.)
WISCONSIN. — Carriers — Injury to Passenger — Proximate
Cause — Instructions — Right to Alleged Error — Credibility of
Plaintiff — Argument of Counsel — Failure to Except — Exces-
sive Verdict.
1. An instruction in a personal injury action defining "proxi-
mate cause" as the "direct and natural" and the "direct and pro-
ducing cause, without the existence of which such injury would not
have occurred," is defective, as it is sufficient to constitute proxi-
mate cause if the effect follows naturally and probably, though
not directly and immediately.
2. An instruction submitting the question of proximate cause
to the jury is defective which tells them that, to find proximate
cause, they must find that the injury resulting therefrom was
such as a person of ordinary intelligence and prudence "would"
have reasonably foreseen as a probably result, etc.; the idea of
necessary foresight being too extreme a standard.
3. An instruction which employs the expressions "the injury"
and "such injury" in such manner as to convey the impression
that, to constitute proximate cause, an ordinarily intelligent and
prudent man ought to have foreseen not alone some injury, but
the very injury which in fact resulted, is defective.
4. The defendant in a personal injury action cannot com-
plain of instructions which lay down too strict a rule for the
determination of proximate cause.
5. A defendant cannot complain of an instruction referring the
jury to other instructions for a definition of "proximate cause,"
where he has saved no exception to that portion of the instruc-
tion.
6. In an action against a street car company, where the de-
fense was contributory negligence in attempting to board the car
before it had stopped, the defendant cannot complain of instruc-
tions on the subject of contributory negligence where the jury
lias found that the car had stopped before the plaintiff attempted
to board it.
7. A defendant cannot complain of an instruction on contribu-
tory negligence which refers the jury to other instructions for
definition of "negligence," where he has failed to request the court
to further define the word as used in that instruction.
8. Informing the jury that certain instructions are given at the
request of a particular party is not reversible error, though the
practice is bad.
9. Defendant's instructions that the jury, in determining the
credibility of the plaintiff, may consider the motive he had to
testify in his own favor, is properly modified by striking out the
added clause, "And you should especially remember how far he
is contradicted by disinterested witnesses upon the most material
matters."
10. In an action by a passenger against a street car company
the defendant cannot complain of the remarks of plaintiff's coun-
sel as to his own experience and observation with reference to
the frequency of and peril from prematurely starting cars, where
no objection was made or opportunity given to counsel to with-
draw the remarks, or to the court to rule thereon, nor any excep-
tions reserved.
11. Remarks of plaintiff's counsel on the question of damages,
which, on objection, are promptly withdrawn, the jury being in-
structed to disregard them, and the verdict being reduced to an '
amount not excessive, will not constitute ground for a new trial.
12. Plaintiff was shown to be a skilled tinsmith, forty-five
years of age. His injuries confined him some seven weeks and
rendered him unable to fully perform the labors of his trade
thenceforward. They consisted of bruises, dislocation of his
shoulder, fraction in the shoulder joint, by which his arm was per-
manently disabled. Held, that a verdict of $2,000 was not exces-
sive.— (Meyer vs. Milwaukee Electric Railway & Light Company,
93 N. W. Rep., 7.)
WISCONSIN. — Carriers— Street Railway— Injury in Fall from
Car — Riding on Platform — Negligence — Contributory Neg-
ligence— Special Verdict — Confusing Charge.
1. In an action against a street railway to recover for an injury
sustained by plaintiff in falling from a car as it was going round
a curve, the evidence examined, and held to sustain a finding that
the accident was caused by defendant's negligence.
2. Evidence axamined, and held to sustain a finding that plain-
tiff was not guilty of contributory negligence.
3. The special verdict prescribed by Rev. St. 1898, Section
-858, was not designed to elicit from the jury a mere abstract of
the evidence.
4. There was no error in refusing to submit requested ques-
tions to the jury which were covered fully or in substance in
charging the jury under other questions submitted.
5. A passenger on a street car, required to ride on the plat-
form because of its crowded condition, cannot be said as a matter
of law not to have assumed any increased risk.
6. A charge that, in order to determine that defendant's neg-
ligence was the proximate cause of plaintiff's injury, the jury
must "find from the testimony that the circumstances and con-
ditions were such that the defendant ought to have known that
its conduct might produce the injury which the plaintiff sustained,
or to any body else standing in the same relation he did," was
vague, uncertain and calculated to confuse the jury. — (Zimmer vs.
Fox River Valley Electric Railway Company, 95 N. W. Rep.,
957-)
WISCONSIN. — Street Railroads — Crossings — Injuries to Fire-
man Driver of Hose Cart — Negligence — Contributory Neg-
ligence— Question for Jury — Evidence — Witnesses — Cross-
Examination — Instructions — Damages — Excessiveness.
1. Where, in an action for injuries to the driver of a hose cart
in collision with a street car at a crossing, it was proved that
the car was traveling at a speed of from 20 to 25 miles an hour;
that nothing was done to check the speed until the car was within
some 20 ft. of collision, while plaintiff's team was in plain sight
when the car was 100 ft. from the crossing, and the motorman
neglected to keep any lookout ahead during a run of some 80
ft. of the approach to the crossing — a finding that the motorman
was guilty of negligence was justified.
2. Whether plaintiff, the driver of a hose cart, injured in a col-
lision with a street car at a crossing while driving to a fire, was
guilty of contributory negligence in attempting to cross ahead
of the car, was for the jury.
3. In an action for injuries to the driver of a hose cart in col-
lision with a street car at a crossing, an instruction to find that
the driver was guilty of contributory negligence if he did not have
his horses under control at the time he attempted to cross the
tracks, without reference to any other circumstances, was prop-
erly refused.
4. Where the driver of a hose cart was justified in assuming
that a street car would stop or slacken its speed to permit him to
cross the tracks in accordance with the uniform custom, an in-
struction, in an action for injuries to him in a collision with a car,
that a person approaching a street railway track, and having a
reasonable opportunity to judge of the speed of an approaching
car, is bound to know such speed, and cannot assume that it is
running at a speed consistent with ordinary care, and proceed
on that assumption, was properly refused as inapplicable to the
facts.
5. The instruction was also erroneous as requiring a person
having a reasonable opportunity to judge of the speed of a car
to "know its correct speed," he being only required to reach
the conclusion of an ordinary prudent and intelligent man under
the circumstances.
6. An instruction that a person approaching a street car track
is bound to look and listen, and continue to look and listen up
to the last moment, when his acts would have been of any virtue
in preventing a collision with a car, was inapplicable to the driver
of a hose cart approaching a street railway crossing.
7. An instruction that ordinary care is such care as a man
of ordinary care and prudence would have exercised under cir-
cumstances like those disclosed by the testimony in the case,
was not erroneous because it did not require that the care should
be such as "the great mass or majority of mankind would have
exercised under similar circumstances."
5o
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
8. Where, in an action for injuries to' the driver of a hose cart
in collision with a street car, it was undisputed that it was the
uniform custom of street cars to stop or slacken speed and
give fire apparatus right of way, it was not error to charge that,
inasmuch as such custom had been established by undisputed
evidence, plaintiff was entitled to assume that defendants would
comply therewith.
9. In an action for injuries to the driver of a hose cart in
collision with a street car, evidence that witness, who was sitting
on a sidewalk, had frequently heard the gong of a fire patrol
wagon, which was similar to the gong on plaintiff's wagon, a
distance of two blocks, was not objectionable on the ground that
the conditions surrounding the witness and those surrounding
the motorman were not identical.
10. Where, in an action for injuries by collision with a street
car, the speed of the car was given by various witnesses at vary-
ing rates up to 25 miles an hour, and the motorman had tes-
tified that he had his power lever thrown the second highest
notch, but that the speed of the car was only 7 or 8 miles an hour,
it was not error for the court on cross-examination to permit
him to be asked whether or not the car in question was not a
specially rapid one, to which he answered that, while it was nut
the most rapid, there were only two others which excelled it.
11. In an action for injuries to the driver of a hose cart in a
collision with a street car, evidence held to justify a finding of loss
of future earning capacity.
12. Plaintiff, a fireman, thirty-seven years of age, who had at-
tained the rank of captain, with a salary of $100 per month, was
injured in a collision with a street car. His knee joint was per-
manently loosened and enfeebled and his chest was crushed, cer-
tain of the ribs being broken in front and rear and penetrating
both the outer membrane and the pericardium, leaving adhe-
sions which would permanently and seriously impair any violent
exertions. His expense for medical treatment had been about
$500, and he still continues to suffer two years after the injury. He
retained his place in the fire department, but was unable to per-
form certain of the work necessary, by reason of his injuries.
Held, that a verdict of $4,000 was not excessive. — (Hanlon vs.
Milwaukee Electric Railway & Light Company, 95 N. W. Rep .
100.)
WISCONSIN.— Guardian Ad Litem— Liability for Costs-
Statutes — Constitutional Law — Imprisonment for Debt —
Equal Protection of Laws — Legislative Classification — Judg-
ment Against Infants — Enforcement.
1. Rev. St. 1898, section 2931, provides that, when costs are ad-
judged against an infant plaintiff, the guaidian by whom he ap-
peared in the action shall be responsible therefor, and payment
may be enforced by attachment. Held, that the attachment there
referred to was not a capias ad satisfaciendum, but was a mere
order to show cause why the guardian should not be punished for
contempt for failure to pay such costs, and hence the section was
not in violation of Cnst. art. r, section 16, prohibiting imprison-
ment for a debt arising out of or founded on contract, express or
implied.
2. Rev. St. 1898, section 2932, provides that judgment for costs
against executors, administrators and trustees shall be collected
only out of the estate in their hands. Section 2931 declares that
guardians ad litem for infant plaintiffs shall be responsible for
costs. Held, that there was a substantial difference between
guardians ad litem and administrators and trustees justifying a
legislative classification, so that section 2931 was not objection-
able as denying to guardians ad litem the equal protection of the
laws.
3. Rev. St. 1898, section 2920, provides that costs shall be al-
lowed to the defendant unless the plaintiff is entitled to costs;
and section 2931 declares that when cost.s are adjudged against an
infant plaintiff the guardian ad litem shall be responsible therefor.
Held, that in an action by an infant in case he fails to recover the
judgment for costs judgment should be rendered in favor of the
defendant against the infant, which may be enforced against the
guardian without the judgment expressly passing on the question
of the guardian's liability. — (Burbach vs. Milwaukee Electric Rail-
way & Light Company, 96, N. W. Rep., ?2Q.)
WISCONSIN. — Carriers — Injuries to Passengers — Street Rail-
ways— Derailment — Question for Jury — Evidence — Judgments
— Vacation at Same Term — Jurisdiction,
r. In an action for injuries to a passenger on a street car, evi-
dence that the accident occurred at a curve in the track; that
crushed rock had been permitted to remain on the rails; and that
the motorman operated the car which was derailed at a speed of
from 12 to 20 miles an hour, regardless of such conditions — was
sufficient to justify a jury in finding that the derailment of the car
was due to the motorman's negligence in running the same at too
high a rate of sped, and to the negligence of the company in
permitting crushed rock to remain on the rails as alleged in the
complaint.
2. The right of a trial court to set aside a judgment during the
term of its own motion is not limited to judgments inadvertently
entered, but extends to a final judgment which was the result of
a series of erroneous rulings entered after deliberation. — (Smith
vs. Milwaukee Electric Railway & Light Company, 96. N. W.
Rep., 823.)
WISCONSIN.— Street Railroads— Use of Streets— Operation of
Freight Cars — Want of Authority — Nuisance — Injuries to
Pedestrians — Complaint — Averment of Negligence — Neces-
sity.
1. Where a street railway company operated freight cars over
its tracks without authority and in violation of law, the operation
of such cars constituted a nuisance, for which a pedestrian injured
thereby was entitled to recover without regard to the care exer-
cised in operating such trains, and hence a complaint alleging such
operation a special injury was not demurrable for failure to allege
negligence in the operation of such cars. — (Daly vs. Milwaukee
Electric Railway & Light Company, 96 N. W. Rep., 832.)
WISCONSIN.— Street Railroads— Killing Pedestrian at Street
Crossing — Negligence of Motorman — Question for Jury.
1. A motorman in charge of an electric street car is chargeable
with the duty of using ordinary care by keeping a lookout ahead
so as to avoid colliding with persons on the track.
2. It is the duty of a motorman in charge of an electric street
car as he approaches a street crossing to observe children near
the track in such an attitude as to suggest the probability of their
placing themselves in the way of the car, and to use all reasonable
care to avoid injuring them.
3. In an action against a street railway company for the killing
of a child at a crossing on a street where the company operated
two tracks, the south track being for east-bound cars and the
north one for the west-bound cars, by reason of the child crossing
the south track immediately after a car thereon had passed, and
entering on the north track, where it was struck by a west-bound
car, evidence examined, and held, that the question whether de-
fendant was guilty of actionable negligence was for the jury. —
(Fo-restal vs. Milwaukee Electric Railway & Light Company,
97 N. W. Rep., 182.)
CHARTERS, FRANCHISES AND ORDINANCES.
NEW YORK. — Eminent Domain — Elevated Roads — Action for
Damages — Evidence — Admission of Incompetent Testimony,
t. In an action to recover damages caused by the construction
and maintenance of an elevated road, evidence of sales and rentals
of specific pieces of property, other than the property in suit, is
inadmissible.
2. Where, in an action to recover damages for the construction
of an elevated road, on cross-examination inquiry is made as to
the effect on other property, plaintiff may on redirect examination
make full inquiry with reference thereto, but he cannot give evi-
dence as to additional property not embraced in such examina-
tion.
3. Error in admitting incompetent evidence is not cured by a
statement by the trial judge in his decision and in the judgment
entered thereon that in deciding the case he disregarded such error.
— (Robinson et al. vs. New York Elevated Railroad Company et al.,
67 N. E. Rep., 431.)
PENNSYLVANIA.— Traction Company— Lease of Street Rail-
way— Rights Acquired — In j unction — Laches.
r, A traction company which leases the road of a street rail-
way company which has the consent of the city to use its streets
succeeds to the right to such use.
2. A street railway company obtained the right to use the
streets of a borough under an agreement to use guard wires over
the trolley wire. This condition was not enforced for a long time,
when the borough filed a bill to restrain the operation of cars in the
streets. Held, that a bill filed after some years, and without previ-
ous formal demand to enjoin the use of said streets because the
guard wires had not been put up, would be dismissed if within a
reasonable time the railway company put up the wires. — (Consho-
hocken Borough vs. Conshohocken Railway Company et al., 55
Atlantic Rep., 855.)
TENNESSEE. — Carriers of Passengers — Street Railways- — Ejec-
tion of Passengers — Refusal of Transfer Ticket.
1. Where the conductor on a street railway car gave plaintiff
a transfer, which was refused by the conductor of the car to which
plaintiff properly changed, on the ground that the transfer was
defective, and plaintiff, being without money, was forcibly ex-
pelled from the car, he can recover therefore against the railway.
Negligence in the issuing of the transfer was that of the company,
and plaintiff was not bound to examine it. — (Memphis Street
Railway Company vs. Graves, 75 S. W. Rep., 729.)
July 2, 1904.]
STREET RAILWAY JOURNAL.
5i
LONDON LETTER
(From Our Regular Correspondent.)
Within the past tew weeks the Board of Trade has given its
official sanction to the Uxbridge and Hammersmith extension of
the London United Electric Tramways Company. The service is
now inaugurated between the town of Uxbridge and Shepherd's
Bush and Hammersmith at intervals of five minutes, the fare for
the thirteen miles being 5d. Mr. Clifton Robinson is to be con-
gratulated upon the successful completion of this, the latest ex-
tension to the already extensive system of tramways in the west of
London. This company is now working 36 route miles of tram-
ways while 38 additional miles have been authorized, and 5 further
miles passed by the committee of the House of Commons in the
present session.
The Royal Commission on London Traffic has now concluded
its labors so far as the taking of evidence is concerned, and the
last day proved to be one of considerable interest. Mr. Edgar Speyer,
whose banking firm has been largely identified with the financing of
the tube railway and the Metropolitan District Railway Company, in
which Mr. Yerkes is interested, was a witness on that day. Mr.
Speyer took the opportunity of vigorously repudiating some un-
worthy allegations concerning the finances of the lines in which
he is interested by the London County Council, and stated that
the newly electrified district railway would be ready for service
about the beginning of 1905. He computed that the underground
company will be able to carry on the tube lines 327,000,000 pas-
sengers, and on the district railway 40,000,000 more passengers per
year than at present. Mr. J. Clifton Robinson also gave evidence
and stated that he favored the appointment of an impartial tri-
bunal to deal with all questions relating to transportation in Lon-
don. Such a tribunal would be able to overcome many of the
difficulties such as existed to-day, particularly in tramway ter-
mini, which naturally caused blocks to the traffic. He also put
himself on record as being favorable to the installation of tram-
ways in the city which he claimed would help largely to relieve
the extremely congested condition of the streets, the natural re-
sult of an efficient service of tram cars being materially to reduce
the number of cabs and omnibuses which, with their horses take
up a large part of the street accommodation. Mr. Robinson
stated, however, that there were places in the city of London
where even he would not venture to install a tramway, such as
Cheapside or in the space in front of the Mansion House. Two
schemes suggested themselves to his mind, one being a line from
Shepherds Rush to St. Paul's, from which point he would suggest
that an underground conduit be built for tramways under Cheap-
side, which would emerge again in Moorgate Street. The other
scheme would be the formation of a tramway line from Ham-
mersmith through Piccadilly to the Strand, which, with the great
•mprovements in street-widening being made by the London
County Council is becoming much more suitable for the installa-
tion of a tramway service. The Royal Commission will now pro-
ceed with the preparation of its report which will undoubtedly take
a number of months in preparation.
Messrs. J. G. White & Company are certainly to be congratu-
lated upon the marvellous speed with which they have completed
the electrifying of the cable tramways from Kennington to Streat-
ham commonly called the Brixton Hill tramways. We have re-
ferred to this installation before, stating how originally it was in-
tended to have the electric cars use the cable up Brixton Hill,
but how, after experimentation, it was decided that such a scheme
was not practicable, and that, therefore, the whole system of cable
tramways would have to be changed to electric tramways. Messrs.
White & Company prepared themselves for the work, and not a
stone was lifted until everything was absolutely ready to be put
in place. The work was commenced on April 5, and by May 20
electric cars were running on the double track between Kennington
Station and Brixton Station, while the Board of Trade inspectors
had passed the section as far as Brixton Hill. The work has now
been completed, and it is confidently thought it will stand as a
record for fast work, not only in Great Britain, but also in Amer-
ica. Between 1500 and 1600 men have been constantly employed
from the commencement, and nearly all of the work has been done
in the daytime.
Aston is now in a position to commence its service of electric
tramways trials having recently been made, among the first to ride
from Aston Cross to the Birmingham boundary being the Mayor
of Aston. The cars adopted by Aston are somewhat smaller than
those of the Birmingham Corporation, and will accommodate 48
passengers. They are double-decked on single trucks with a 6-ft.
wheel base. Arrangements for running regularly will not be set-
tled until the question of running the cars on the Birmingham
lines has been decided upon. Good progress is also being made
with the other lines, and it is hoped that in a few months the
whole system will be completed.
The Corporation of Birmingham has now had presented to
it a full report of the tramways committee, regarding the
tramway situation on what is necessary to be dune so as to equip
the City of Birmingham with a perfect system of electric tram-
ways, and the cost of same. As is well known, Birmingham, up to
the present, has not had any tramways of its own, the various
systems concentrating in the center of Birmingham being owned
by different companies and operated by steam to a large extent.
Since the Corporation decided to take over its own tramways
it has laid out a most comprehensive scheme which will pre-
vent, to a large extent, the "dead-end" termini which at present
exists in the city, and will do away with the old square loop.
This will be accomplished by arranging for through routes more
than at present, and for certain of the lines forming a wide return
loop through several streets on single lines so that termini will be
avoided. As at present outlined the total cost involved in the
construction of about 39 miles of new line will be about £295,000,
though at present it is not intended to expend this, amount at once.
Parliamentary powers, however, will be sought for this service,
which, knowing the extreme urgency of a good system in Birming-
ham, cannot be considered as excessive in any way.
ft is also proposed to make a provisional agreement with the
City of Birmingham Tramways Company for the immediate elec-
trification of the Small Heath route, and for the future working
of the line which is now owned by the British Electric Traction
Company. Certain concessions have been made on each side, and
running powers granted the entire route both to Corporation cars
and City of Birmingham cars, and the Corporation three-fourths,
the Corporation of Birmingham taking three-fourths of the re-
ceipts and the company one-fourth. The Corporation, however,
has decided not to change crews at the boundary line as is done
in Liverpool, the company not liking that arrangement and the
Corporation seeing no real objection to the company's officials
running its own cars all the way into the city rather than to
change crews at the boundary.
A system of celluloid tramway checks has been introduced on
the Leeds tramways with the object of baulking the dilatory errand
boy. It is realized that the boy who is given money for the tram-
way car often spends it on sweets, and walks. The tradesman
is not supplied with the tokens at a reduced rate, but, says the
"Daily Dispatch," he is in the position of knowing that his errand
boy will ride the journey and thus save time.
It looks as if we might, in the near future have another surface
contact system in England, this time the Dolter system. The Tor-
quay tramway bill has now passed both Houses of Parliament, a
a select committee of the House of Lords, presided over by Lord
Hawkesbury. having confirmed the decision of a committee of the
House of Commons that the preamble proved. The promoters
are the Dolter Electric Traction Company, which proposes to
construct a length of 9 route miles of tramways in the borough
of Torquay. The cost of the scheme, including equipment, is
estimated at £136,000, and has the support of the corporation of
Torquay.
Opinion has been greatly divided in Dartford as to the advisa-
bility of the Council undertaking the construction and direct work-
ing of the proposed tramways, which will connect with the Bex-
ley Heath system. A solution of the difficulty has been arrived
at by arrangements with J. G. White & Company, Ltd., to con-
struct the lines at a cost of £83,000. The contractors have offered
to work the tramways for five years on a lease, under which they
will pay the Council the amount of interest and sinking fund on
capital, and also to pay in addition 20 per cent of any profits. The
Council will have the option, at the end of five years, either of
taking over the tramways themselves, or of calling upon the con-
tractors to enter into a further lease of five years on similar con-
ditions, and also a third lease of five years if the Council choose.
The contractors will take the town's current at the price of 2d per
unit for the first 100,000 per annum, at ij^d. per unit for 100,000
to 150,000 units, and at I' jd. per unit for over 150,000. The com-
pany will pay all expenses of working, including rates, taxes., etc.,
and will maintain the track and cars at its own expense, and
deliver up the whole undertaking to the Council at the expiration
of the lease in good working order and condition.
The Council has agreed to these terms, and has also decided
to apply to Parliament for power to continue the system to Swans-
combe, so as to form a junction with the Gravesend tramways.
This will mean a continuous line from Gravesend to London, and
if the link is made between Gravesend and the Chatham systems,
there are prospects of the day when those who choose will be
able to travel all the way from Maidstone to London by tramcar.
Preliminary arrangements for the third Electric Tramway and
Railway Exhibition, to be held in the Royal Agricidttir.nl Hall.
52
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i.
Islington, London, N., from July 3 to 14, 1905, are now practically
completed. Although the hrst announcement ot the aate was not
made until a few weeks ago, numerous applications have been re-
ceived, and more than two thirds of the space in the main hall
has already been allotted. Several important firms have applied
for double the amount of space that they occupied in the last ex-
hibition; and although there will be some change in the plan of
the floor, it will be very similar to that in 1902. Several technical
associations will, it is expected, hold meetings at the hall during
the Exhibition, which will also be visited by official deputations
from local authorities and companies, working electric tramways
and railways throughout the country.
The Sunderland District Electric Tramways, Limited, will soon
have in operation a line of tramways which will form a connecting
link between a string of populous centers and join up the town-
ships of Hetton-le-Hole, Houghton-le-Spring, the Herringtons,
Silkesworth and Ryhope, with branches from Houghton-le-Spring
to Fence Houses station on the North-Eastern Railway, and
from New Herrington to Penshaw station on the same line. The
new line, a third of which has already been completed, will serve
a most important and populous coal mining district, the popula-
tion along the route numbering 125,000, while within a 12-mile
radius there is a populace of at least ten times that number. In-
volving an outlay of £227,000, the new line will join Sunderland
Corporation system at Grangetown, and as a considerable portion
of the district is not directly accommodated by any railway, the
Sunderland and District Electric Tramways will supply a very
welcome means of up-to-date locomotion, as well as lead to the
further development of an already prosperous district. The com-
pany's contracts provide for the construction of permanent way,
the erection and equipment of a generating station, the electric
overhead accessories of the line, and the supply of thirty double-
deck cars. The electrical machinery and rolling stock, for which
Messrs. Bruce, Peebles, and Company, of Edinburgh, are the
contractors, are also well advanced.
An important electric tramway scheme has just been sanctioned
in the county of Middlesex by the Light Railway Commissioners.
The tramways, which will run to a total length of 21 miles, include,
among others: (1.) A line of about 3 miles, commencing in
Green Lanes, and passing as far as Green Dragon Lane. ( 2. ) A
line of about 1% miles, from Turnpike Lane along High Street,
Hornsey as far as the foot of Muswell Hill. (3.) A line about
half a mile long beginning in Palace Gates Road, and ending in
Lordship Lane. (4.) A line 4 miles long, commencing at the
county boundary in Finchley Road, passing along Regent's Park
Road, and Ballard's Lane, and ending in the Great North Road.
(5.) A tramway of 7 furlongs commencing in the Edgware Road,
and terminating in the Finchley Road. (6.) A line 2*/> miles
long commencing in the Harrow Road, and ending at Horn
Lane. (7.) A tramway iT/2 miles long, beginning at Green
Lanes, and going to Edmonton and Enfield. (8.) A tramway
2lA miles long, from the Harrow Road, and terminating in the
Edgware Road, at its intersection with Cricklewood Lane. Two
of the schemes are interesting as giving access to the Alexandria
Palace. A. C. S.
PARIS LETTER
(From Our Regular Correspondent.)
In 1899 the Minister of Public Works granted concessions to sev-
eral companies to build what were called "penetration" lines of
tramway into the city, from outside districts. As we have several
times pointed out, few of these enterprises have been commercial
successes, notably the Est Parisien, the Ouest Parisien and finally
the line Vanves-Champ-de-Mars, operating in the southwest dis-
trict of the suburbs, which was obliged to consent to a seizure of its
cars and machinery to satisfy the needs of its creditors. In this
case, however, and at the last moment, the State intervened and
declared that the seizure was illegal in view of the public character
of the enterprise, and also that the tramway lines were no more
liable to foreclosure by creditors than are the public roads over
which they pass. The case will, of course, be brought before the
highest tribunals and presents a lively interest to the companies
holding the concessions granted in 1899.
The Paris Metropolitan Company, after having started the first
few months of the present year with a large increase in traffic re-
ceipts, is not continuing the increase, and the receipts are, if any-
thing, a little lower than those of the same months of 1903. The
opening of the No. 3 line, towards the close of the summer, will of
course have an immediate effect on the existing lines with which it
forms a connection.
Some further details are at hand regarding the new power sta-
tion at St. Ouen destined to supply power for the Metropolitan
lines (although owned by a private company). The boilers will be
of the Babcock & Wilcox marine type, numbering in all twenty,
with a heating surface of 420 sq. m. each. Mechanical stokers,
superheaters and economizers will be installed. The station has
been designed to supply current for the apparatus discharging coal
from barges in the Seine close at hand, and transporting it to the
doors of the furnaces.
There is to be held at Grenoble between Aug. 4 and 11 this year,
an exposition of safety devices for the protection of overhead and
other lines. Grenoble is the center of the favored district using
mountain torrents and streams for the generation of energy, and
the exposition is under the auspices of the "Houille Blanche" com-
mittee, which held the interestingcongress in this city some two years
ago. The exhibition will include all manner of safety devices for
transmission and trolley lines, underground feeders, etc., with
especial regard to atmospheric discharge and short circuits. The
exposition is open to foreign as well as French exhibitors.
Apropos of this, some interesting experiments have recently been
made at Evian-les-Bains on a series of protective apparatus in-
vented by M. Giraud for overhead transmissions and trolley lines.
At Evian-les-Bains there is installed in the private park of the
Evian Water Establishments a transmission of 3000 volts, and a
trolley line with two conductors, with a difference of potential of
200 volts, and presenting some sharp curves. The apparatus in
question is in principle a device for short-circuiting the line at the
moment of rupture of the trolley wire or other conductor. It is
based on the action of the difference of mechanical tension caused
at the insulator or trolley ear on the breaking of the conductor.
The ear or insulator is mounted on a pivoted lever, the extension
of which is arranged to make contact with the second conductor
or the ground, as the case may be, whenever, after rupture, the pull
exercised by the suspended end of the line causes the lever
to rotate on its axis, and the opposite extension to make contact
with the short-circuiting device which is, of course, mounted on
the pole supporting the conductor.
The accumulator cars running for the past five years between
Milan and Monza (Italy) have discontinued operations. The
abandoment of this scheme was hastened by the installation of a
trolley line between these two towns by the Milan-Edison Company.
On the other hand, the German town of Dresden (Saxony),
after having been rather favorably impressed with the Dolter sur-
face contact system of traction, has now installed accumulator cars
m the town and district. The motor-car consists of two parts with
a flexible coupling. The four motors are each of 27-hp, gear ratio
2.21, and the two motors of each part of the car are connected in
series. The length of car is j8 m 90, and weight is 44 tons. The
average speed is stated to be 45 km per hour. The car holds ninety-
eight passengers. The battery contains 184 elements of a capacity
of 430 ampere-hours, and the cells are beneath the car seats.
An important scheme has been promoted in Denmark for a 100-
km line between Frederikssund and Nestved, crossing the Isle of
Seeland. The service will be started in 1905. The cost of con-
struction is estimated to be 3242 Cr. per km.
A few interesting figures can be quoted from German government
publications regarding the standing of tramways in the kingdom
of Prussia in 1903.
In April, 1903, there were 148 enterprises, with a total length of
2480 km. Berlin itself accounts for 304 km, but the average length
of line is 16.7 km ; of the 148 enterprises above mentioned, some
26 (279 km) are purely industrial or agricultural roads. Of the
total length of 2480 km operated, there were 2215 km electric (102
companies) and 111 km (17 lines) steam operated. Horse trac-
tion is still represented by twenty-three lines with a length of 100
km; 49 km (two lines) are operated jointly by horses and electric
power. The capital investment for these tramways is calculated to
he 573,152,000 marks (or 231,250 marks per km narrow-gage track
and 342,200 marks per km for standard gage track). Of the 124
companies in service which have published results of their opera-
tions, thirty-two have paid no dividends. Others have paid various
dividends, 5 per cent on the capital in twenty-three instances, and
5 to 10 per cent for eighteen cases. In the case of three companies,
the dividends exceeded 10 per cent.
The above results are purely those affecting tramways. Inter-
urban railways, or railways of local interest, numbered, in 1903,
some 226 (7330 km), of which one (Pomerania) figures for 1317
km and another (Brandebourg) for 700 km. Steam traction is
generally employed, accounting for 6950 km out of the above total,
and including 208 different lines. There were fifteen electric lines,
with a length of 341 km, while three included a mixed system of
traction, with a kilometrage of 35. The capital expenditure repre-
sented 383,040,700 marks, or an average of 52,270 marks per kilo-
meter. Of the 160 companies giving regular service, fifty paid no
dividend in 1903, 100 distributed 1 to 5 per cent, seven paid 5 to
10 per cent, and three paid over 10 per cent.
July 2, 1904.]
STREET RAILWAY JOURNAL
53
In view of the high cost of fuel (0.61 Frs. per train-kilometer)
the St.Gothard Company has been studying the question of elec-
tric traction, with hope of reducing the expense per train-kilometer
to 0.44 Frs., implying an economy of over 16 per cent. The figure
of 0.44 Frs., includes interest and reserve fund as well as main-
tenance expenses of an electric installation. Mr. Huber, of the
Oerlikon Works, estimates that the requisite capital would be about
five millions of francs for the establishment of electric traction be-
tween Erstfeld and Bellinzona. It will be remembered that experi-
ments with an Oerlikon locomotive have already been made on
the trial length of 700 m., with a single-phase current of 12,000
volts, transformed on the locomotives.
The Metropolitan Railway Company, of Paris, states that it
has on order 167 motor cars destined for the two lines in service,
and also ninety for the No. 3 line soon to be opened. For the
No. 3 line fifty-six trailers are also on order.
An important order has been placed in France for nearly 300
motor and trail cars destined for the Underground Electric Rail-
ways of London. Four different companies are handling this order,
three of which are on the outskirts of Paris. M. V.
♦♦♦
AN OLD PAPER IN A NEW FORM
Commencing with the issue of June 17, the Railroad Gazette,
which for a long time has been published with a large page, reduced
the size of its page to 10 ins. x 13 ins., or practically the same size
as most of the other technical papers. The change gives the paper a
greatly improved appearance and will undoubtedly be welcomed by
its many readers. The Railroad Gazette is one of the most highly
esteemed of the exchanges which reach this office, and any change of
this kind which makes the paper more easily read and afterwards
more convenient to bind and place on the shelves, is one which will
be generally welcomed.
DECISION IN BROOKLYN TRANSFER CASE
The Appellate Division of the Supreme Court, Second Depart-
ment, in Brooklyn, has decided that the railroad law makes it
obligatory for street railway corporations to give continuous
passages over their lines and their leased lines for a single fare,
or, in other words, to issue transfers between their own lines and
their leased lines. The opinion, written by Justice Wood-
ward, was handed down in an affirming decision of the
First District Municipal Court in inflicting a fine of $50
on the Brooklyn Heights Railroad Company for refusing
to give a transfer from a Vanderbilt Avenue to a Crosstown
car on Dec. 8, 1903. The contention of the company was that the
Vanderbilt Avenue line, which is a part of the old Nassau system,
was being operated under an entirely different lease from that under
which the Crosstown line, part of the Brooklyn City Railroad sys-
tem, was, and that therefore the law did not compel a continuous
passage over the two lines for a single fare.
Justice Woodward, in his opinion, quotes the law of 1890 regard-
ing leasing and leased lines as follows :
Every such corporation entering into such contract shall carry or permit
any other party thereto to carry between any two points on the railroads or
portions thereof embraced in such contract any passenger desiring to make
one continuous trip between such points for one single fare, not higher than
the fare lawfully chargeable by either of such corporations for an adult
passenger; and every such corporation shall, upon demand and without extra
charge, give to each passenger paying one single fare a transfer entitling such
passenger to one continuous trip to any point or portion of any railroad em-
braced in such contract, to the end that public convenience may be pro-
moted by the operation of the railroads embraced in such contract, substan-
tially as a single railroad, with a single rate of fare. For every refusal to
comply with the requirements of this section the corporation so refusing shall
forfeit $50 to the aggrieved party.
Speaking of the consolidation of the systems, the opinion says :
As the privilege was granted only in connection with the obligation to
furnish transfers over all of the lines embraced in the contract, as the
Brooklyn City Railroad Company was under contract, and in effect a part of
the Brooklyn Heights Railroad Company's system, at the time that the Nas-
sau Electric Railroad Company entered into its contract with the Brooklyn
Heights Company, it is difficult to understand why the latter should be re-
lieved from responsibility in the present case. As the operating company the
Brooklyn Heights company has received the benefits of the privilege con-
ferred by the statute; no good reason is suggested why it should not have
discharged the obligation imposed by the statute as a condition of that privi-
lege. * * * * It was the burden which was intended to go with the privi-
lege, and this purpose ought not to be defeated because the plaintiff's initial
trip was upon the Nassau Electric line, to be completed upon the Brooklyn
City line, instead of upon (lie Brooklyn Heights line, to be completed upon
one or the other of the lesser roads.
This would permit the defendant to enjoy the advantages of the statute with-
out the reciprocal advantage to the public which was contemplated by the
transfer provisions of the law.
JOINT PASSENGER ARRANGEMENTS OF NORTHWESTERN
ELEVATED AND ST. PAUL
Pj-esident Clarence Buckingham, of the Northwestern Elevated,
of Chicago, is quoted as stating that negotiations are proceeding
with excellent prospects of success between his company and Chi-
cago, Milwaukee & St. Paul for joint passenger arrangements over
the Elevated and St. Paul's Evanston division. Ordinance to permit
the use of electricity on the St. Paul tracks and a connection with
the Northwestern Elevated has been introduced in the City Council.
♦♦♦
INTERNATIONAL ELECTRICAL CONGRESS AT ST. LOUIS
Indications point to a large attendance at the Electrical Con-
gress, to be held in St. Louis, Sept. 12-17. The following bodies
have already promised to hold simultaneous conventions and joint
sessions : The American Institute of Electrical Engineers, the
American Electrochemical Society, the American Physical Society,
the International Association of Municipal Electricians, the Amer-
ican Electrotherapeutic Association. The following bodies have
promised to send delegates to the Congress: The National Elec-
tric Light Association, the Association of Edison Illuminating
Company, the Societe Internationale des Electriciens and the
Schweizerischer Elektrotechnischer Verein. It is also expected
that the Institution of Electrical Engineers of Great Britain, and
the Electrotechnischer Verein, of Berlin, will send delegates.
The delegates accredited to the Congress from various co-
operating bodies are not expected to be called upon to vote upon
any questions of national importance. All matters concerning
units, standards, etc., will lie within the province of the chamber
of government delegates. All delegates of the co-operating bodies
are invited to read papers before any section of the Congress they
select. Such papers will be printed in the Congress transactions
as being offered by the delegate on behalf of the co-operating body.
The paper and discussion thereon will subsequently be offered by
the Congress to the co-operating body for incorporation in its own
transactions, if desired.
The delegates of the American Institute of Electrical Engi-
neers and their papers to the Congress are as follows : Ralph D.
Mershon, Section D., "The Maximum Distance to which Power
can be Economically Transmitted." Prof. M. I. Pupin, Section A,
"Electrical Impulses and Multiple Oscillators." Prof. C. P. Stein-
metz, Section D., "The Theory of the Single-Phase Motor."
The delegates of the National Electric Light Association and
their papers to the Congress are as follows : George Eastman,
Section E., "Protection and Control of Large High-Tension Dis-
tributing Systems." G. Ross Green, Section E., "American Meter
Practice." Dr. F. A. C. Perrine, Section D., "American Practice
in High Tension Line Construction and Operation."
The delegates of the Association of Edison Illuminating Com-
panies and their papers to the Congress are as follows : W. C. L.
Eglin, Section E., "Rotary Converters and Motor Generators in
Connection with the Transformation of High-Tension Alternat-
ing-Current to Low-Tension Direct Current. L. A. Ferguson,
Section E., "Underground Electrical Construction." Gerhard
Goettling, Section E., "Storage Batteries as an Adjunct to Station
Equipment."
The following is the programme of papers promised for Section
F., which is that on Electric Transportation:
Chairman, Dr. Louis Duncan; secretary, A. H. Armstrong.
Ernst Danielson, "Theory of Compensated Repulsion Motor" ; Philip Dawson,
"Electrification of British Railways"; Herr. F. J. Eichberg, "Single- Phase
Electric Railways"; Prof. Dr. F. Niethammer, "Alternating vs. Direct-Cur-
rent Traction"; Prof. Dr. Rasch, "The Booster in Railway Service and its
Most Suitable Control"; A. H. Armstrong, "The Electrification of Steam
Lines"; B. J. Arnold, "Electric Railways"; Louis Duncan, "General Review
of Railway Work"; J. E. Entz, "The Storage Battery in Electric Railway
Service"; C. O. Mailloux, to be announced; E. H. McHenry, "Some Quali-
fications of Electric Railway Equipment for Trunk Lines"; R. A. Parke,
"Braking High-Speed Trains"; W. B. Potter, "Electric Railways"; F. J.
Sprague, "The History and Development of the Electric Railway"; L. B.
Stillwell, "Notes on the Electrical Equipment of the Wilkesbarre & Hazle-
ton Railway Company"; H. G. Scott, "Central Station Economics and Oper-
ation"; W. J. Wilgus, "Equipping the New York Central Railroad Ter-
minal."
Up to June 23, 1776 adhesions to the Congress had been re-
ceived, and over 150 papers promised. Twelve of these papers
have already been delivered. Arrangements are now being com-
pleted fur printing papers in advance of the Congress so that all
thai are received in sufficient time will be ready for circulation
among the Congress members at St. Louis. Efforts are being
made to secure as many of the promised papers as possible in
advance.
54
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. I.
THE PROPOSED LINE FROM NEWARK, N. J., TO LAKE
HOPATCONG
Plans arc now being drawn up for the construction and equip-
ment of the proposed high-speed electric railway to run over
private right of way from Newark, N. J., to Lake Hopatcong, with
a branch to Boonton. The length of the system will be about 45
miles. There will be 30 miles of double track. The Northern
Counties Electric Railway Company will operate the line. Mr.
Cornelius C. Vermuele, of New York City, is the consulting
engineer, and Mr. E. W. Hammer has. been retained as electri-
cal expert. A power plant will be built at tide water in close
proximity to Newark. The capacity of the plant will be 4000 hp.
Contracts for material, equipment, etc., are not expected to be let
before December.
■ ♦♦♦
MORE EQUIPMENT FOR SAO PAULO
The Sao Paulo (Brazil) Tramway, Light & Power Company,
Ltd., of which William Mackenzie, of Toronto, Can., is presi-
dent; F. S. Pearson, 29 Broadway, New York, consulting engi-
neer and W. P. Plummer, same address, purchasing agent, has
just placed an interesting contract for additional equipment to be
installed in the company's hydraulic plant on the Rio Tiete, lo-
cated about 20 miles from Sao Pa,ulo.
The General Electric Company secured the contract for the
generator end, which calls for a 2500-kw machine. The water-tur-
bine will be supplied by Escher-Wyss. The machinery now or-
dered, together with the existing plant, will be capable of develop-
ing upwards of 10,000 hp.
The company proposes to order further equipment in the near
future. James Mitchell, formerly head of the now dissolved
electrical engineering and contracting firm of James Mitchell
& Company, of Rio de Janeiro, is now general manager of the
Sao Paulo Company, with headquarters at Sao Paulo.
♦♦♦
CANADIANS IN BRAZILIAN TRACTION PROJECT
Sir William Van Home, Hon. Geo. A. Cox, William Mac-
kenzie, E. R. Wood, Frederic Nicholls, of Montreal, Can., are
primarily interested in a project to convert into electric traction
100 miks cif mule-roads operating in and around Rio de Janeiro,
Brazil.
The Rio de Janeiro Tramway Light & Power Company is
being formed in Montreal in order to carry out the scheme. It
is proposed to acquire the lines of the Compania Carris Urbanis,
the Compania Ferrocarril Cariaco, the Compania Ferrocarril Villa
Isabel and the Compania de Sao Christovoa, etc. The initial
capital of the company will be $25,000,000. Power will be derived
from an hydraulic plant located 75 miles from Rio. F. S. Pearson
is the consulting engineer.
ANNUAL OUTING OF NEW ENGLAND STREET RAILWAY CLUB
It is a delightful custom of the New England Street Railway Club
to arrange for the June meeting of the association and excursion
and outing trip which shall involve a complete departure from the
usual business procedure and bring the members into a participation
of friendly and pleasant recreation. It is a wise provision of the
club, and serves to renew and extend the acquaintances of the mem-
bers, as well as effect a beneficial diversion from the routine of
their daily work. This year the annual outing consisted of an ex-
cursion to Salem Willows, the beautiful watering place of historic
Salem, Mass. A more delightful spot could not have been se-
lected, as measured by the pleasure derived by the members.
The outing was held Tuesday, June 21, the members leaving
Boston by special train for Lynn, where special electric cars of
the Boston & Northern Street Railway Company were in readiness
to carry them to Salem and thence to "The Willows." Through
the courtesy of the officials of the Boston & Northern the mem-
bers were carried as guests of the road, and were permitted to
examine the character of their lines and equipment. Upon arrival
at the Willows a baseball game furnished much amusement, a
strenuous battle being waged between the participants. The Rail-
way Men vs. The Supply Men. Another feature of the day was
a steamer trip to Baker's Island, an important island some S
miles off Marblehead, which afforded a pleasant run upon the
water.
The ^substantial provision for the outing consisted of a "shore
dinner" at Chase's, which was greatly enjoyed. It is the opinion
of the members that Chase's fish dinners, which have been popular
in New England since 1874, are unexcelled, especially upon an out-
ing day. The dinner was followed by an interesting and humor-
ous address from the Mayor of Salem, after which a brief business
session of the club was held, before adjournment. The party
returned by special cars over the same route by which they came,
all agreeably impressed with the value of the annual outing.
MISSOULA LIGHT COMPANY TO BUILD ELECTRIC RAILWAY
The Missoula Light & Water Company, of Missoula, Mont.,
is considering the matter of installing an electric street railway
in the city, and also an interurban extension of the same. Manu-
facturers should communicate with S. R. Inch, manager of the
light department of the company.
♦♦♦
ELECTRICITY ON THE NEW HAVEN BETWEEN FALL
RIVER AND NEWPORT
The Newport "Herald" seems to know all about the electrical equip-
ment of the New York, New Haven & Hartford Railroad between
Newport and Fall River. In a statement in terms not at all un-
certain, it says plans are completed for the change of motive power
and that work has begun upon the equipment necessary for the
change. The company has purchased a large tract of land in Fall
River, close to the Ferry Street station, where the power house is to
be erected. The company, so the "Herald" says, will continue to
run special trains of steam cars between Newport and Fall River, as
well as Boston, but the regular service will consist of trolley passen-
ger and freight cars of the largest and most modern pattern. The
service will give Newport additional trains and a cheaper fare to
Fall River and Providence, direct to the latter city by trolley, chang-
ing at Fall River, while to other points the steam cars will connect
at Fall River. Later another branch of trolley cars, operated
from Fall River, will be inaugurated.
♦♦♦
REPORT OF THE NEW YORK CITY RAILWAY COMPANY
FOR THE QUARTER ENDING MARCH 31
The reports of the New York City Railway Company and the
Third Avenue Railroad Company for the quarter ending March 31,
1904, filed with the Railroad Commissioners at Albany show as
follows :
NEW YORK CITY
RAILWAY COMPANY
1904
1903
Gross earnings
$3,262,844
$3,573,469
1,835.804
Net earnings
$1,210,378
$1,737,665
Other income
I90,6lS
I5L335
Total earnings
$1,400,993
$1,889,000
THIRD AVENUE
RAILWAY COMPANY.
Gross earnings
$475,992
$5H,530
Operating expenses
224,933
346,990
Net earnings
$251,059
$164,540
Other income
200,188
128,755
Total income
$451,247
$293,295
Concerning the decrease shown in the net earnings of the Metro-
politan system for the winter quarter, comprising the months of
January, February and March, as given above, President Vreeland
makes the following statement : "For the two preceding quarters,
which constitute the first half of the fiscal year, the gross income
of the system showed an increase over the previous year of $263,827,
resulting in a surplus of $59,085 over all fixed charges, including
the 7 per cent dividend guaranteed on Metropolitan stock, but in
the winter quarter the unusual amount of snow and the unfavorable
weather conditions generally (nothing approaching which has been
experienced in the previous history of the company), not only
considerably reduced the gross earnings, but very materially
increased the operating expenses. Furthermore, about 60 per
cent more accident cases (principally for accidents which occurred
more than three years ago) were disposed of than during the cor-
responding quarter of the previous year. As a result of these
causes, the operating expenses for the quarter were forced up about
20 per cent above the normal rate.
"At the present time our operating expenses are down to the
normal basis and the gross earnings of the system show a sub-
stantial increase over the corresponding period of last year. Not-
withstanding the bad winter months and the fact that the elevated
roads, with their improved electric service, have absorbed most of the
new passenger business developed during the year, the receipts of
our system of surface lines for the fiscal year ending June 30, will
be only a few thousand dollars less than last year."
July 2, 1904.]
STREET RAILWAY JOURNAL.
55
PERSONAL MENTION
MR. JOHN B. WHITE, of J. G. White & Company, and
brother of Mr. J. G. White, was married June 9 at Stoke Poges
Church, Buckinghamshire, England, to Miss Stevens.
MR. G. W. CHANCE, of G. W. Chance & Company, Philadel-
phia, will visit the principal European cities during July and August
for a combined business and pleasure trip. He sails from New
York July 2, on the Koenigin Luise.
MR. GEO. F. GREENWOOD, chief engineer and general
manager of the Havana Electric Railway Company, is now on
a visit to the States. He is making his headquarters at the Ne,^
York offices of the Company at No. 52 Broadway.
MR. W. B. GRAY, resident secretary in Demerara, of the
Demereara Electric Company, Ltd., which concern operate some
10 miles of electric traction system in Georgetown, Demerara,
British West Indies, is now on a visit to the States. He may be
found at the New York offices of the Elmer P. Morris Company.
MR. WILLIAM H. COLE, of New York, has just been ap-
pointed chief engineer for the Goldschmidt Thermit Company,
of 43 Exchange Place, New York City, and will have charge of
the introduction and installation in this country of the Gold-
schmidt joint which has been used so extensively abroad. Mr.
Cole was one of the pioneers of the electrical business in this
country, having been engineer for the Union Passenger Railway
Company, of Richmond, at the time of the installation of the
Sprague electric railway system in that city in 1888, and repre-
sented the owners through that historical work. During the past
ten years he has spent most of his time abroad engaged in electric
railway engineering. Among the electric railways in whose
equipment he has taken an active part during this time are those
in Buenos Ayres, Rio de Janeiro, the City of Mexico and Singa-
pore. Lt was while in Singapore that Mr. Cole's attention was
particularly attracted to the Thermit joint, as that process was
used in that city, and under his direction about 5000 Thermit
joints were cast and are now in successful use in Singapore.
MR. WALTER H. WHITESIDE, who. until within the past few
days, has been the manager of the detail and supply department of
the Westinghouse Electric & Manufacturing Company, of Pittsburg,
and general manager of the Sawyer-Man Electric Company, of New
York, has just been appointed general manager of the sales depart-
ment of the Allis-Chalmers Company. Mr. Whiteside's first busi-
ness connection dates back to 1881, when he entered the employ-
ment of the Hercules Powder Company, the high-explosive or
dynamite branch of the Dupont Powder Company, of Wilmington,
Del. Four years later he became associated with the Cleveland
Electrical Manufacturing Company, of Cleveland, Ohio, and re-
mained with that concern nearly
twelve years, serving during the
first two years in various capa-
cities, and for the remainder of the
time being the manager of that
company's Chicago office. In 1896
Mr. Whiteside was appointed
manager of engine sales for the
Gates Iron Works, of Chicago.
In 1898, the Westinghouse Elec-
tric & Manufacturing Company
m^de him the manager of its
Washington office. In that posi-
tion he became associated not
only with the largest electrical
projects undertaken in the district
which his office covered, but in
WALTER H. WHITESIDE °ther plaCeS *is
engineering work in connection
with the installation of electrical power in the dry docks of the
navy department, especially the docks at Portsmouth, League
Island and Boston, having been widely recognized. To him was
largely due the credit for effecting the change in voltage stand-
ardization from 80 to 125 volts in the electric lighting and power
installations on board the vessels of the United States Navy.
But Mr. Whiteside's best work in (he commercial sense was in
connection with that immensely successful branch of the Westing-
house Electric organization known as the detail and supply de-
partment. Into this department he injected a new life and vigor of
administration that brought an admirable reaping of profitable re-
sults and won him recognition for marked executive ability.
About a year ago Mr. Westinghouse appointed him general man-
ager of the Sawyer-Man Electric Company, of New York, thereby
practically doubling his duties, for he continued the management
of the detail and supply department of the parent company at
Pittsburg. Mr. Whiteside's new position will be that of general
manager of sales for all departments of the Allis-Chalmers Com-
pany, including, of course, the Bullock Electric Manufacturing
Company, which has become the electrical department of the Allis-
Chalmers Company. His experience thoroughly qualifies him for
this important duty, which he takes up with the good wishes of his
very wide circle of business acquaintance. Mr. Whiteside enters
upon his new duties about the middle of July.
MR. HENRY DEANE, engineer in chief of the New South
Wales Government Railways & Tramways Department, which
operates the extensive American equipped electric traction system
in, Sydney and suburbs, is now in the States seeking pointers on
street railway construction and operation. At present he is in St.
Louis. He is expected to be on this side for about three weeks,
and may be addressed, care of R. W. Cameron & Company, 23
South William Street, New York.
MR. G. C. KUHLMAN, general manager of the G. C. Kuhl-
man Car Company, of Collinwood, Ohio, has resigned from that
position, and is planning to take an extended vacation. Mr. Kuhl-
man is one of the best-known car builders in the country, and has
been prominently identified with this industry for a long time.
His plans for the immediate future include a pleasure trip with
his family, probably to the Pacific Coast. Mr. Kuhlman lias not
taken a vacation for a long time, as he has given his concentrated
attention to his car-building works, and this rest will be an agree-
able one to him.
MR. RALPH H. BEACH, who, for the last seventeen years, has
been prominently connected with the General Electric Company,
has resigned his position in order to devote his attention to the
Tula Iron Works Company of Tula, Mexico, in which he has the
controlling interest. He will make his permanent home in the
southern republic, for which country he and his family left last
week. Prior to sailing he was presented by his comperes in the
General Electric Company with a massive punch bowl. Mr. J. J.
Malony, of the General Electric Company's railway department,
made the presentation on behalf of the General Electric staff.
MR. H. S. COOPER, who is well known in the street railway
field, has accepted the position of general manager of the Galveston
City Railway, of Galveston, Texas. Mr. Cooper was born in Isle
of Wight, England, in 1856.
His first commercial connec-
tion was with a mercantile
house in Philadelphia. In 1876
he became a manufacturer of
agricultural machinery in the
S o u t h. T h i s connection
brought him in touch with
electrical enterprises, then just
taking shape, and was the
foundation of an experience
that later made it possible for
him successfully to reorganize
and place many unstable prop-
erties on a revenue-paying
basis. His record of achieve-
ments in this line secured for
him in 1893 the appointment
to the position of general man-
ager of the Schenectady prop-
erties of the Electrical Devel-
opment Company. These prop-
erties consisted of the entire
electric and gas-lighting and railway service of the city, and were
in desperate shape, for the business depression of 1893 had necessi-
tated the placing of them in the hands of a receiver. The receiver
was changed in 1894, and in 1895 the properties were sold under
foreclosure, and then reorganized. Under Mr. Cooper's manage-
ment these properties were placed in excellent physical condition
and brought to a paying basis. Mr. Cooper's next important work
was with the Ithaca Railway Company, of Ithaca, N. Y. This prop-
erty was rehabilitated under his management and placed on a pay-
ing basis. Mr. Cooper has recently been connected with the De-
elopment Company, of New York, which does a general engineering
business. In his work with this company he made critical reports
on all kinds of electrical propositions for clients, and so added to
his already wide experience. At Galveston Mr. Cooper will be con-
fronted by some difficult problems. One of these will be the re-
arrangement of the lines so as to meet the raise in the level of the
city from two to twelve feet. The owners of the property, how-
ever, have in Mr. Cooper a man well fitted by previous experience
for handling just such a problem as is presented. In fact, they have
in him a man capable of carrying successfully to completion the
most complex physical financial or commercial undertaking that it
it possible for the city to present.
H. S. COOPER
56
STREET RAILWAY JOURNAL
[Vol. XXIV. No. t.
TABLE OF OPERATING STATISTICS
Notice.— These statistics will be carefully revised from month to month, upon information received from the companies direct, or from official sources
The table should be used in connection with our Financial Supplement "American Street Railway Investments," which contains the annual operating
reports to the ends of the various financial years. Similar statistics in regard to roads not reporting are solicited by the editors. * Including taxes,
t Deficit. a Decrease due to floods.
Company
AKRON, O.
Northern Ohio
Light Co
Tr. &
AURORA, ILL.
Aurora, Elgin &
Chicago Railway Co,
Elgin, Aurora &
Southern Traction
Co
BINGH AMTON, N. Y.
Binghamton Ry. Co..
BUFFALO, N. Y.
International Traction
Co
CHICAGO, ILL.
Chicago & Milwaukee
Elec. Ry. Co
Chicago Union Traction
Co
Metropolitan West Side
Elevated R. R. Co
Northwestern Elevated
K. K. Co
South Side Elevated
K. R. Co
CINCINNATI, O.
Cincinnati, .Newport &
Covington Light &
Traction Co
DETROIT, MICH.
Detroit United Ry.
DULUIH, MINN.
Dulutli Street Ry. Co.
FORT WORTH, TEX.
Northern Texas Trac-
tion Co
FIND LAY, O.
Toledo, Bowling Green
& Southern Traction
Co
HANCOCK, MICH.
Houghton County St,
Ry. Co
Period
1 m., May '04
1 " " '03
5 " " '04
5 " " '03
1 m., May '04
I " " '03
II " " '04
11 " " '03
1 m., Apr. '04
1 " " '03
10 " " '04
10 " " '03
1 m., May '04
I " " '03
II " " '04
11 " " '03
1 m.
1 "
10 '
10 "
Apr.
1 m., May '04
1 " " '03
" '04
5 " " '03
1 m., Feb. '04
1 m., May '04
1 » *' '03
5 " " '04
5 " " '03
I m., May '04
' » '03
" '04
5 " " '03
1 m.
1 m.
1 m.
1 "
1 m.
1 "
5 "
1 m.
1 "
12 "
12 "
Mav '04
" 'U3
" '04
" '03
Apr. '04
" '03
" '04
" '03
May '04
" '03
" '04
" *03
May '04
" '03
" '04
" '03
May '04
" '03
i. '04
" '03
May '04
" '03
" '04
" '03
Apr. '04
,f '03
" '04
" '03
oW
74.91
74,258
316,582
311,011
41,778
383J22
33,425
33,295
378,055
353.274
21,216
20,311
217 124
203,027
312;
295,332
3,383,814
3,078,495
34,476
20,042
122,412
71,238
1 WIS (139
177,276
169,461
896,944
870,393
107,309
103 834
548,814
526,598
120,180
128,470
676,637
658,817
99,460
92,945
393,461
368,250
391,473
375,707
1,673,971
1,649,252
52,259
52,389
239,368
235,379
50,737
38,278
211,722
166,050
a 23,i
24,:
a 100,782
108,072
16,919
15,597
188,189
180,432
22,011
20,191
229,589
2011,095
11,196
10,066
119,512
115,578
216,248
167,669
1,997,340
1,662,231
13,773
7,157
57,451
32,104
3,560,741
a x
39,614
40,231
184,98'
173,05'
25,032
213~932
*60,633
*54,723
*237,525
*220,200
230,530
221,302
1,104,778
994,691
27,885
28,594
142,695
144,019
25,116
22,982
121,945
93,137
15,997
15,229
73,902
69,126
11,395
9,375
129,226
119,041
35.303
34,02'
131,595
132 955
16,745
1 09"47H
11,414
13,101
148,460
147,180
10,026
10,244
97,611
87,449
96,460
127,663
1,386,474
1,416,264
20,703
12,886
64 962
39,134
22,467
22,427
112,535
109,765
9,133
9 216
91,774
91,162
132,704
127,168
1,329,970
1,280,026
1,307 298 1,388,622 181,324
38.826
38 222
155,936
148,050
160,937
154,405
569,193
654,561
24,375
23,795
96,673
91,360
25,620
15,296
89,777
72,914
7,100
9,549
26,880
38,946
5,524
6,222
58,963
61,391
6i; :
o <J 1
J2 >
*5
12,836
11,6C0
19,061
23,189
2,280
3,888
56,692
56,017
t 36,244
495
56,498
136.238
21,135
20,917
84,418
84,331
87,395
81,194
443,369
407,942
16,513
15,225
82 302
75 994
12,194
9,118
50,519
45,107
3,466
2.929
36.332
32,550
17,691
17.305
71,518
63,719
73,542
73,211
125,824
246,619
7,861
8 570
14,311
15,366
13,426
6,178
39,258
27,8u8
2,077
3,293
22,630
28,841
Company
Period
HOUSTON, TEX.
Houston Electric Co.
MILWAUKEE, WIS.
Milwaukee El. Ry.
Lt. Co
MINNEAPOLIS, MINN
Twin City Rapid
Transit Co
MONTRE \L, QUE.
Montreal St. By. Co ..
NEW YORK, N. Y.
New York City Ry. Co.
(including Metropolitan
and Third Avenue
systems, but not Cen-
tral Crosstown R. R.
Co.).
PHILADELPHIA, PA.
American Railways..
ROCHESTER, N. Y.
Rochester Ry. Co
ST. LOUIS, MO.
St. Louis Transit Co.
SAVANNAH, GA.
Savannah Electric Co.
SEATTLE, WASH.
Seattle Electric Co.
SYRACUSE, N. Y.
Syracuse Rapid
Transit Co
TAMPA, FLA.
Tampa Electric Co...
TERRE HAUTE, IND.
Terre Haute Elec. Co,
TOLEDO, O.
Toledo Rys. & Lt. Co.
1 m., Apr. '04
1 " " '03
12 " " '04
12 " " '03
1 m.. May '04
1 " " '03
5 " " '(14
5 " " '03
1 m., May '04
1 " " '03
5 " " '04
5 " " '03
1 m„
1 "
8 "
8 "
May
12 m.,Dec.
1 m., May '04
I " " '03
II " " '04
11 " •' '03
O.S
oW
H
32,049
32,539
407,108
385.356
261,994
246,285
1,272,767
1,186 992
•S i,
22,078
22,409
272 461
232,731
128,331
121,408
672,950
612.'
363,645 170,772
339.735| 159,328
1 689,121 812,236
1 570,909 753,627
1 m.
1 "
5 "
5 "
1 m.
I "
1 m.
1 "
12 "
12 "
1 m.,
1 "
12 "
12 "
1 m.
I "
10 "
10 "
May '04
" '03
" '04
" '03
May
Apr. '04
" '03
" '04
" '03
Apr.
1 m., Apr. '04
1 03
4 " " '04
4 " " '03
1 m.
1 "
12"
12 "
Apr. '04
'• '03
" '04
" '03
1 m., May '04
1 " " '03
5 " " '04
5 " " '03
220,154
172,986
1,529,306
1 ,362 563
22,565,312
123,669
117,870
1,276,466
1, 126,065
123,170
102,342
580,601
499.382
837,873
641,580
3,322,049
2,821,874
40,941
38,867
528,067
498,245
187,874
160,832
2.197,847
1,963,629
69,040
62,612
695,611
621,049
30,484
23,480
111,984
94,123
42,045
33 32?
507,456
382,463
142,581
135,415
677,222
630,63c
126,641
112,140
1,018,34"
872,072
109906112
06,943
50,76(1
338,311
257,841
20,004
28,068
303,224
289,579
131,317
1 18,502
1,538,177
1 ,407,436
41,223
35,646
405,799
345,622
18,759
12,076
65,413
49,596
31,586
24,200
336,795
272,744
*78,864
*70,726
*380,023
*329,399
9,9? 1
10,130
134,647
152,625
133,662
124,878
599,817
574,212
192 873
180,40?
876,885
817,282
93,513
60,846
510,958
490,491
■3 6
<L> O
7,941
6.830
89,120
76,315
74,465
71,702
368,269
352,313
90,279
78,328
448,049
391,928
22,641
20,615
149,075
140,469
11004710 8,191,106
56,228
51,582
242,291
241,541
14,937
10,799
224,843
208,666
56,557
42,330
659,671
556,193
27,817
26,966
288,812
275,428
11,734
11,404
46,571
44,52?
10,459
9,127
170,661
109.720
63,717
64,689
297,199
301,234
2,030
3,299
45,527
76,309
59,197
53,176
231,548
221,899
102,594
102,079
428,836
425,354
70,871
40,232
361,882
350,022
3,413,604
26 525
25.534
131,57?
127,389
10,306
9,783
121 883
1 15,300
24,949
26/41
276,231
275,258
20,348
19,238
202,975
190,463
2,093
2,049
8,352
7,981
9,178
6,522
98,622
77,465
41,862
40.836
208,706
200,935
,2
24 f
29,703
26,048
110,714
114,152
4,631
1,015
102,960
93,366
31,608
15,490
383,440
280,936
7,469
7,729
86,837
84,965
9,641
9,355
38,219
36,546
1,281
2,606
72,040
32,255
21,855
23,835
88,493
100,299
/
Street Railway Journal
Vol. XXIV.
NEW YORK, SATURDAY, JULY 9, 1904
No. 2
Published Every Saturday by the
McGRAW PUBLISHING COMPANY
(I "r> t<
\M ^
Main Office:
NEW YORK, Engineering Building, 114 Liberty Street.
Branch Offices:
Chicago. Monadnock Block.
Philadelphia: 929 Chestnut Street.
Cleveland: Cuyahoga Building.
London: Hastings House, Norfolk Street, Strand.
Cable Address, "Stryjourn, New York." — Lieber's Code used.
ST. LOUIS HEADQUARTERS:
Section 1, Electricity Building, Louisiana Purchase Exposition.
TERMS OF SUBSCRIPTION
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Street Railway Journal (52 issues) 13.00 per annum
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Both of the above, in connection with American Street Railway
Investments (The "Red Book" — Published annually in May;
regular price, $5.00 per copy) $6.50 per annum
Single copies, Street Railway Journal, first issue of each month, 20 cents;
other issues, 10 cents.
To All Countries Other Than Those Mentioned Above:
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Single copies, first issue of each month, 40 cents; other issues, 15 cents.
Subscriptions payable in advance, by check or money order. Remittances
for foreign subscriptions may be made through our European office.
Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
The Chicago Freight Tunnels
Those who attended the High Tension Transmission Meet-
ing of the A. I. E. E. at Chicago recently were treated to a
visit to the new tunnels which have been built at a depth of
about 40 ft. below the business streets of Chicago, for the re-
ception of telephone cables and for making possible a system
of freight transportation to the large mercantile houses in the
business district. This system of tunnels, being equipped by
the Illinois Tunnel Company, as an experiment in freight trans-
portation, will be watched by every large American city, as
well as by the members of the electric railway industry. Un-
derground freight transportation of this kind offers a possible
new market for the apparatus and the brains which the electric
railway business has to offer. The electric freight railways in
this tunnel system will resemble electric-mine haulage rather
than surface haulage, since the small size of the tunnels limits
the cars to 24-in. gage. As an application of electricity to
haulage pure and simple, without considering the transporta-
tion 'questions involved, this freight hauling system will be
{fivejjy simple. There are now, however, transportation and
traffic questions which are of no small magnitude. The tunnels
are mostly single track, and turn-outs will necessarily have to
be provided at frequent intervals to serve the various mercan-
tile houses along the street. The operation of a net-work of
single-track tunnels of this kind with a large number of small
freight trains will require a well-organized system to say the
least, and involves many questions never before solved. The
success of the Chicago venture may result in similar efforts in
other large cities, and should result in lessening very materially
the congestion of freight traffic on the street surface.
The Fender Problem
The general tendency toward quickening speeds brings the
fender problem into greater and greater prominence. So long
as cars ambled gently along they were easily stopped, and
serious accidents were few. As we have many times pointed
out, the speeds at present in vogue put an entirely different
face on the situation. In front of a modern car there is a
comparatively long, dangerous space, within which the car
cannot be stopped with any brakes yet devised. There is, there-
fore, acute need of every safety appliance that can minimize
the danger of personal injury. For a good many years there
have been experiments with fenders, and through many failures
there has come out of it all something material in the way of
improvements. It is not putting the case too strong to say that
there are now several types of car fender capable of very
greatly reducing the danger to persons unlucky enough to be
caught upon the track. Probably no fender will entirely obviate
injuries, but, on the other hand, there are fenders which greatly
reduce the danger. A bad fender, which either rides over and
crushes the victim, or of itself inflicts serious injuries, is little,
if at all, better than none. To be effective a fender must be
reasonably yielding to lessen the danger of bruises, and, above
all, must be capable of being brought into close contact with the
track. In principle a fender striking very low should tip a
person upon itself, but the instinctive effort to get away from
it is liable to cause a fall in the other direction, with serious
results. A fender should be able to scoop up anything that it is
likely to encounter in order to fulfill its proper functions.
It has sometimes been said that the best fender is "a good
motorman" or "a good brake." This, to a certain extent, is
true, if the speaker means that a good brake or motorman can
supplement the service of the fender. But even the best brake
cannot stop the car instantaneously. As for the other proposi-
tion, there is little danger that reliance on fenders will tend
to lack of proper care in the motormen. Their nerves are pretty
58
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
severely tried in running through crowded streets at best, and
the possession of a really effective fender ought to steady them
considerably and make them less likely to lose their heads in an
emergency.
The Military Value of Electric Roads
The naval and military authorities seem just now particu-
larly wideawake to the importance of modern methods of com-
munication, as evidenced by their activity in wireless telegraphy
and other directions, but we wonder whether they fully ap-
preciate the importance of the electric railway networks from
a military standpoint. These networks have grown up so
swiftly and quickly that even those whose business it is to
keep track of them can scarcely realize their actual magnitude.
The railways of the country are more familiar, shown on every
map, and with full time tables publicly accessible. The elec-
tric roads are seldom shown on maps, and if shown at all, are
not kept up to date. Actually they form a system of coastwise
transportation of great value in the mobilization and concen-
tration of troops, for tbey run not only along immense
stretches of coast, but connect the coast at numberless points
with railway centers. We do not know in how far the general
staff has taken cognizance of the facts, but it ought to be in
possession of a set of complete maps kept rigorously up to
date, and showing not only every available electric road, but
the cbaracter of its track, the amount of its rolling stock, and
even the capacity of its feeding system for handling large
groups of cars. It should know particularly the gage and form
of rail bead, and to what extent freight and passenger cars of
neighboring lines can be used over the track of each company.
In time of peace these precautions have only a secondary
interest and value, but in time of war they are immediately
necessary and there is no time in which to obtain them. In
the Spanish war the transportation was a national disgrace.
All accusations of pull and graft aside, it was the most stupidly
organized and incompetently carried out attempt at mobiliza-
tion that modern times has seen. The lack of full and exact
knowledge of the railway facilities was at the bottom of the
trouble. Some officer should have been able to drop in upon
the manager of each railroad used with accurate previous
knowledge of its entire capabilities upon which to base his
plans. And for rapid concentration of troops this information
must be extended to cover the electric roads as well as the
steam roads. If it should be desirable to hurl a brigade sud-
denly upon some point upon the coast, some one should know
not only what facilities can be secured to the nearest railroad
station, but whether electric roads are available thence to the
destination ; how many cars can be concentrated at the given
point ready for use, at what rate they can be dispatched without
crippling the motive power, and at what speed the run can be
made. If a dozen miles is to be covered it may make a vital
difference in the result if electrics can be used. In a country
well covered by electric roads infantry can be given almost
the mobility of cavalry, if the roads can be utilized at short
notice, but practical usefulness depends upon good previous
knowledge of their exact capabilities.
For this reason we believe that the general staff would do
exceedingly well to take up the practical study of the electric
road situation and acquaint itself minutely with its condition.
It should know the facts at first hand and not have to depend
upon hurried examinations at the last moment. The informa-
tion cannot be obtained off-hand, for to get it correctly requires
a certain amount of exact military knowledge. For example,
if the X., Y. & Z. line, which skirts the coast for twenty miles,
reports certain capacity for carrying men in any emergency,
good enough; but is the roadbed solid enough, the grades mod-
erate enough, and the trestles strong enough to make patrol
with an armored train practicable? Here is an investigation
which well-trained militia officers could to great advantage
make in their own territory, acting in co-operation with the
general staff. And it would certainly be an excellent thing
in the summer tours of duty of the various militia bodies to
make practical trial of the facilities for mobilization offered
by electric roads. They furnish good and cheap transporta-
tion, and practical knowledge of their capabilities could very
quickly be obtained by utilizing them, not merely as a matter
of convenience, but for a study in military methods. The avail-
able forces in this country are pitifully small at best — of ad-
mirable quality, but so meagre in numbers as to be inadequate
for the sudden requirements of modern war. To a certain
extent, they can make up in mobility what they lack in num-
bers and all means to this end ought to be familiar. We are
not in the least alarmists, but the present struggle in the East
gives a vivid idea of the consummate value of preparedness
when the bitter necessity for war actually arises. In the Span-
ish war we were caught unready, and the result, had a first-
class power been involved, is not pleasant to consider. There-
fore, let the lesson be thankfully remembered.
The Penalties of Unsound Finance
The financial difficulties in which more than one electric rail-
way finds itself struggling at the present time deserve to be
carefully studied by every stockholder and executive official
who is doing his best to preserve the prosperity of his own
particular road. No one can follow the history of electric
railway development without discovering a good many crippled
or ruined properties scattered along the pathway of progress,
and also finding out that the failure in almost every case was
due to a neglect of the fundamental principles of sound finance.
It is a singular fact that a large portion of the general public
has often failed to realize that the conditions which make for
success or failure in ordinary business enterprises apply with
exactly the same force to the business of transportation. No
amount of mathematical juggling can overthrow the simple
arithmetical relation which makes net earnings a function of
gross receipts and operating expenses. If the original pro-
moters of a line or system build it upon inflated capital, or
operate it without regard to sound methods, approved by ex-
perience in the railway world at large, they may escape the
impending disaster by selling out before the blow falls, but the
crash is sure to come in time with accumulated intensity upon
the late owners, and upon the public at large.
One great cause responsible for the condition of some of the
non-dividend paying or insolvent roads is the lack of expert
knowledge of the business of transportation. This lack is
divided into the original sin of building roads through territory
too sparsely settled, or too well supplied with other facilities
to support them, and the similar fault of throwing money away
by slipshod operation. With very few exceptions every railway
manager knows that the more concessions he grants to the
public the more the public demands. Consequently, there is
much opposition on the part of communities to the slightest
reduction in service — increase in fares being almost impos-
sible, when the insufficient revenue of a poorly operated road,
or one which has no economic justification for existing, re-
quires a curtailment in the facilities provided. The moral of all
July 9, 1904.]
STREET RAILWAY JOURNAL.
59
this is that expert ability is none too expensive in the early
determination of the economic feasibility of a proposed road,
and that it is better to begin operation with hourly service and
fares high enough to pay the cost of running the road with a
reasonable return upon the invested capital than to start in
with service and traffic adjusted with reference to the probable
growth of traffic created by the new line. It should never be
forgotten that the pressure upon fares by the public always
tends to force them downward, and that they can be raised only
in the most extreme and unusual cases. The municipal
authorities having local jurisdiction over a proposed line are
likely to attack almost any schedule of fares which may be
submitted in the early negotiations by the promoters of the
road, so that a margin for concessions often proves to be a
valuable asset. Firmness in establishing just rates and a not-
too-generous schedule at the beginning -of a road's career is
usually warranted by the laws of sound business.- It is time
enough to reduce fares when the road has been operated long
enough to show up its earning capacity.
Failure to take sufficient account of maintenance and de-
preciation is another factor in the loss of dividends when the
day of reckoning comes. A large number of electric railways
in this country have now been operating long enough to feel the
full force of the cost of replacing worn out and antiquated
equipment, and those which have provided for this contingency
in the years when everything was new and the road almost
ran itself, are now in an enviable position. It has taken a long
time for the non-technical stockholders of electric railways to
appreciate that economical operation absolutely demands skilled
engineering, and that money paid out in salaries to maintain a
properly qualified technical staff is not thrown away. Even
to-day there is a gross lack of realization of this fact in many
operating companies.
The pioneer electric radway builders and operators had no
opportunity to draw upon the experience of other systems, and
it is not to be wondered at that mistakes were made in the early
days of the trolley car. With the wealth of costly experience
available to-day there is little reason to stray from the pathway
of sound finance in carrying out electric railway undertakings.
High Tension Transmission Lines
President Bion J. Arnold, of the American Institute of Elec-
trical Engineers, created considerable interest and started an
animated discussion at the national high-tension transmission
meeting of the American Institute of Electrical Engineers at
Chicago June 21-22, when he made the statement that the Elec-
tric Traction Commission for the electrification of the New
York Central Manhattan Terminal, after collecting evidence of
the relative reliability and cost of overhead transmission lines
as against underground transmission lines for high voltage,
had decided unanimously in favor of overhead transmission.
According to President Arnold's statement, the evidence as to
reliability was so overwhelmingly in favor of overhead trans-
mission that the commission of which he is a member was left
no alternative but to select that in preference to an under-
ground conduit line containing high-tension cable; to say
nothing of the fact that the probable cost of the underground
conduit transmission line would be seven or eight times that
of the overhead line. Many of the engineers present at the
convention, especially those identified with a certain large
electric lighting company operating many miles of underground
and overhead transmission lines, were much inclined to ques-
tion the statement that overhead lines were more reliable. The
matter is one of considerable interest to every company en-
gaged in large electrical undertakings, where power must be
transmitted at high voltages. It is altogether likely that the
difference of opinion as to reliability of overhead as against
underground transmission lines, which was expressed in Chi-
cago, is due largely to the fact that those favoring the under-
ground transmission lines had in mind an entirely different set
of conditions from those favoring the overhead lines. It
seemed to be agreed that for running through the streets of a
large city there would be no question but that underground
lines would be preferable on the score of reliability, even if
they were not ^absolutely required. To take an extreme case
in the other direction, none would probably have argued in
favor of the underground lines for transmitting power any
distance across an open country. The greater part of the New
York Central transmission lines will be on a private right of
way, where they will be comparatively free from disturbances,
and therefore they will resemble cress-country transmission
lines in this respect. If an underground conduit line was built,
it would have to be blasted out of solid rock much of the dis-
tance. Furthermore, since only two three-phase lines are to
be run, the cost per duct foot on a two or three-duct conduit
would be excessively high. Mr. Arnold argued strongly in
favor of the overhead line, because of the ease with which
troubles can be located and the short time in which they can
be repaired, as compared to underground cables, where it takes
considerable time to find a fault and much more time to remedy
it. The general plan of the New York Central transmission,
as outlined by Mr. Arnold, is to maintain two 11,000-volt three-
phase lines, either one of which could, in cases of emergency,
keep the road in operation while the other was being repaired.
At the same meeting a great deal of discussion was given
to transmission lines using steel towers for supporting the
conductors instead of wooden poles, and using very long spans
of several hundred feet between towers, thus cutting down
the number of insulators, and the number of chances of in-
sulator break-downs. While some engineers question the ad-
visability of steel tower construction for transmission lines on
the ground of high first cost, it seemed to be the consensus of
opinion of a number of the best specialists in high-tension
transmission that steel tower construction would be much more
substantial than the present wooden pole construction, and that
it would greatly reduce the number of some of the most com-
mon troubles : such as breaking of insulators, burning off of
poles and the throwing of wire and sticks across the transmis-
sion conductors. Although the steel tower construction may
offer a transmission line of considerably greater reliability than
ordinary wooden pole construction, such lines are not likely to
be extensively used in electric railway work, except where
power is derived from a waterfall at some distance from the
line of the road. The ordinary interurban electric railway
must have its pole line along the track for the trolley and the
low-tension feeders, and unless the work is of sufficient im-
portance to justify an independent steel tower transmission
line, in addition to the pole line for the low-tension conductors
and trolley, there is not likely to lie much variation from the
standard practice of placing both the high and low-tension
conductors on the same poles. If the third rail is to be used,
the case is somewhat different, and steel tower construction
may find some use. If, however, the single-phase alternating-
current motor proves a success, the trolley wire will be re-
tained indefinitely for longdistance and high sncecl work, and
with i( (he recessity for z pole line.
6o
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 2.
REPAIR SHOP PRACTICE IN COLUMBUS, OHIO
The Columbus Railway & Light Company, of Columbus,
Ohio, has a very complete repair shop, which takes care of
practically all its own repair work, and it also engages in the
manufacture of material and repair parts much more exten-
sively than the majority of companies. The shops are located
in a group of three buildings, adjoining the Rose Avenue car
hoists on circular cranes in the rear of the shop and one 4-in.
hoist in the armature room. A Christensen direct-connected
compressor, supplying 150 ft. of air per minute, discharges into
a 42-in. x 10-ft. reservoir, which supplies the hoists and is used
for other purposes. The car hoists have stirrup-shaped attach-
ments, and in hoisting a car a timber is placed under each end
of the car and through the stirrups. It is possible to hoist a car
in half a minute. The circular cranes are used in handling
FIG. 2.— AIR HOISTS AND CIRCULAR CRANES FIG. 3.— BRASS FOUNDRY
houses. An exterior view of the shop buildings and master
mechanic's office is shown in Fig. i. The pits and truck room
are located in the front wing, which measures 55 ft. x 95 ft.
The machine shop occupies the ground floor of a three-story
building, formerly an old horse-car barn. The second floor of
this building" contains the armature and field coil rooms and a
motors, armatures and trucks. Together they cover the entire
width of the shop, the diameter of each circle being 24 ft.
Each crane has two arms extending from the center to the cir-
cumference, these arms being pivoted at the center, with
travelers at the outer ends. On the arms are also travelers
from which the air hoists are suspended. The outfits were built
FIG. 1. — EXTERIOR OF REPAIR SHOPS, COLUMBUS RAILWAY & LIGHT COMPANY
stock room, 65 ft. x 65 ft., while the third floor is used for
storage. The carpenter shop is in a wing, 48 ft. x 100 ft., at
the rear of the main building. The paint shop, foundry and
blacksmith shop are in separate buildings, a short distance
from the main buildings.
Air hoists are used extensively in the truck room. For hoist-
ing cars there are eight 9-in. hoists, each capable of lifting 3
tons, covering three pit tracks. There are also two 6-in. air
in the company's own shop, and cost $240 each complete, in-
cluding air hoist and, connections. The circles were made from
8-in. I-beams, which were bent into proper shape on a wheel
press. They were laid out with a templet, and steel-faced
blocks were used in the wheel press. The I-beams were moved
about 9 ins. at a time, and they went over the circle three times
to insure accuracy. The outfit gives two cranes without any
posts in the center of the room, and at a saving in cost of 200
July 9, 1904.]
STREET RAILWAY JOURNAL
61
per cent over the ordinary type of crane. The cranes were of
great advantage this spring when the company changed motors
on nearly 100 pairs of trucks used under box cars and placed
them on trucks used under summer cars, and it was possible to
change from six to seven cars per day with seven men in the
c'iop. The Columbus svstem is broad gage (5 ft. ins.), and
the company uses maximum traction trucks with a 20-in. pony
wheel on the box cars and an 18-in.
wheel on the summer cars. The
closed cars have seventeen-tooth
pinion and sixty-seven-tooth gear,
while the summer cars have nine-
teen-tooth pinion and sixty-nine
tooth gear, hence separate trucks
were required.
For car lubrication the company
tions and drawn together by a large bolt and nut, as shown in
Fig. 5, with a commutator segment inserted. The men have
slotted, set up and turned commutators ready to go into arma-
tures in i]/2 hours, and the average time is less than 2 hours.
For winding G. E. 800-armature coils the company uses a
specially designed form, which consists of a large brass hand
wheel provided with spools having ridges suitably arranged for
I'TG. 6.— FORM FOR WINDING
G. E.-80C ARMATURE COILS
uses Galena car oil. On motor bearings wick-feed armature
cups are employed, of the type recently illustrated in the Street
Railway Journal as having been originated by this company.
The journal boxes are packed with Perfection packing waste,
FIG. 7.— INTERIOR OF STOCK ROOM
this particular coil (see Fig. 6). Two of the spools have re-
lease plugs which slip out for removing the coil. All armature
and field coil winding is done by one girl in a winding room,
which is located on the second floor. Taping is done by hand,
FIG. 4.— TURNING COMMUTATORS
FIG. 5.— CLAM P AND COMMUTATOR SEGMENTS, ARBOR FOR
TROLLEY WHEEL, TOOL FOR TURNING TROLLEY WHEEL,
EXPANDING MANDREL AND COMMUTATOR CORE
the same as a freight car. The cost of lubrication on this sys-
tem does not exceed 12 cents per 1000 miles.
The G. E. 67 motor is used as standard, and besides doing all
its own armature work, the company builds all its own com-
mutators.
Hillings & Spencer drop-forged commutator bars are
employed, with Chicago Mica Company's mica bars as seg-
ments. These bars are assembled in a three-part clamp, as
shown in Fig. 5, and faced and slotted in a lathe, as shown in
Fig. 4. The commutator is held in place while being turned
and banded mi the outside by a core, which is cast in two see-
as it is claimed it can lie dune more accurately than by machine.
Coils are first taped with white braid, and then dipped in anna-
lac, and the portions which fit into the armature slots are taped
with Star friction tape. The coil is then taped the second
time with linen tape, and thru dipped in Massachusetts
Chemical Company's armalac insulating varnish.
A small but well equipped brass foundry takes care of a re-
markably large amount of work. One man, at $2.50 per day,
does all (lie work in this department, including making of
cores and babbitting. The company produces practically all
the brass castings required in the operation of the system, in-
62
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
eluding rail-bonds, line ears, trolley wheels, controller parts,
journal bearings, etc. As an example of the intricate work
produced it might be stated that the company recently turned
out a set of switchboard equalizing bars with sixteen double
connections. The furnaces were home-made, and consist of
two old boiler shells, which were lined with firebrick and pro-
vided with suitable castings at top and bottom. Natural draft
Truck No.
The Columbus Railway Company.
Car No
Truck in Service Car [So .
Type.
MOTOR No. r.
MOTOR No 1.
Arm. out.
P. Brasset.
Out In
Out In
C. Brasses,
Out In
Out Jn
Axle Brj-.se;,
Out In
Out ]n
Truck BrwsM,
Out In
Out In
Off
On
Off
On
Off
On
Off
On
Wheal*.
Off
On
Off
On
Off
On
Off
On
Field Coils— Top,
Out Ir,
Out In
Field Coils— Bottom,
Out In
Out In
FIG. 8. — TRUCK-ROOM REPORT ON CARS TURNED IN TO MASTER
MECHANIC WHEN WORK IS COMPLETE
position of 83 1-3 per cent tin, 8 1-3 per cent copper, and 8 1-3
per cent antimony. In making rail-bonds the company uses
scrap wire of 9-gage, 10-gage or 11-gage. Seven strands are
usually employed. A tin clamp holds them in place and a pure
copper lug is cast on. As shown in view of the foundry, Fig. 3,
the rail-bond molds are designed to produce five bonds at a
time. The lugs are then turned and expanded on a lathe.
C E FOR"! 2 1O.23-O2-2S0O.
The Columbus Railway Company.
C-A-R TROUBLE lE^ZEZPOZR/T.
Car House,
to c. E HOTT
Name of Conductor
No. of Car,
Give detail description of trouble and damage resulting :
Motor mail,.
June,
. li'liere occurred,.
Motor Inspector.
removed l,om service
FIG. 10.— REPORT OF CAR TROUBLES MADE BY BARN FOREMAN
TO MASTER MECHANIC
The Columbus Railway & Light Company.
MR HOTT:
The following repair:
./90
iioede'l oil Car No.
is used with a good grade of coke for fuel. But one furnace is
used at a time, giving each one heat per day. The composition
used in trolley wheels is nine parts of copper and one of tin.
THE COLUMBUS RAILWAY COMPANY.
CAR REPAGRS.
Cm No. ! f 9
Sns'i
Class,
Posts, . .,
Floors repaired. . . .
New Vestibules
Vestibules repaired.
Posts. .
1
FIG. 11. — REQUISITION ON MASTER MECHANIC BY CAR HOUSE
FOREMAN
To-
The Columbus Railway £) Light Company.
Date 190 —
CREDIT for material returned from-
QUftNTITr
ARTICLE.
Roofs.
Panels^ .. .
Dashes. .. „ .. .. .. ., .
Miscellaneous Repairs.
Total. ... [
FIG. 9.— CARPENTER SHOP REPORT ON CAR REPAIRS
It is claimed that in preparing the metal it should be melted and
run into pigs and then melted the second time. When put
into the lathe it should cut very tough and free from grit, and
the shavings should turn a red color. In turning wheels a
single tool is used, which is provided with ears, which trims
the sides as well as turning the center, and they are able to
finish forty wheels an hour by this method. The tool and
arbor used are shown in Fig. 5. G. E. graphite bushings are
used, and the wheel has a reservoir which is filled with oil. The
4-in. wheels cost 42 cents, and they have averaged 6567 miles
over a period of several years. The company makes all its
own babbitt and bearing material. The babbitt used is a com-
FIG. 12.— FORM FOR CREDITING RETURNED MATERIAL
Bonds are produced at the rate of 120 per day, and they cost
about 16 cents, figuring material, labor and all foundry ex-
penses. Trolley ears, 14 ins. long, cost \dy2 cents each.
Armature bearings have a composition of 80 per cent copper,
15 per cent lead and 5 per cent pig tin, and have shown a life of
58,000 miles and over. Controller cylinder segments are cast
in rings and turned out, using an expanding mandrel to get
inside. The company has a complete line of expanding man-
drels, which were made in the shops. The company is also
making its own register fittings, and hangs the register pulleys
from the hand-strap pole, using eighteen on a car. For the
corner pulley a 4-in. wheel with wide groove is employed. A
July 9, 1904.]
STREET RAILWAY JOURNAL.
63
5-16 round leather belt is used, and practically all trouble from
breaking of register cord has been eliminated. In fact, there
has been only one replacement during a year after cars were
equipped. Span-wire insulators are made from steel strips,
cut into suitable lengths, using porcelain knobs and bolts.
The stock room, measuring 65 ft. x 65 ft., is located on the
second floor of the main building, and is reached by dumb
waiters and speaking tubes from the various departments be-
low. The master mechanic has a photograph album, containing
photographs of every piece of material produced in the shop
S. 26—2-21 u:t ?>u*>
The Columbus Railway Company.
Rose Ave. Shops.
ELECTRICAL REPAIRS.
190
P-
HOURS.
J
Repaired by_
FIG. 13. — SPECIMEN OF DAILY REPORT FROM ELECTRICAL
DEPARTMENT
and carried in stock. These have numbers corresponding to the
pattern numbers, and the work of ordering material is greatly
facilitated by this method.
The use of pumice stone and sand-paper in rubbing down
and finishing woodwork and car bodies has been entirely dis-
pensed with. Instead, the company uses a fine silica sand,
which is rubbed on wet with a sponge or cloth. This material
The Columbus Railway & Light Company.
Rose Aye. Shops. TIME CHECK.
.190-
Name-
No.
Total Boars
FIG. 14. — DAILY TIME CHECK MADE OUT BY EVERY SHOP MAN
cleans mouldings and crevices and gets into corners in a man-
ner impossible with sand paper. The sand is bought by the
wagon load, and costs $4 per ton, as compared with pumice at
7 cents per pound. In cleaning dirty woodwork the company
first uses a preparation of soft soap, made by dissolving Star
laundry soap in hot water, which is then rubbed thoroughly
with the silica sand. The cleaning is done thoroughly, and the
woodwork is not scratched in the least. The saving in time by
this method is enormous. In painting cars the company does
not use any rough stuff, and prefers the less glossy finish. All
cars are touched up and revarnished once a year. Rusty steel
THE COLUMBUS RAILWAY & LIGHT CO.
REQUISITION FOR MATERIAL.
To be ordered c
FIG.
15. ORDER ON THE MAIN
OFFICE FOR MATERIAL
dashes are burned off, treated with a coat of boiled linseed oil,
applied hot, and brought up to a color with lead surface. The
Columbus cars have considerable fancy lettering and striping,
but it is figured that this costs practically nothing, because it
is done entirely by the foreman, who is' not expected to assist in
the ordinary work.
This spring all summer cars were fitted with eaves troughs.
These are made of gal- »»„»-™™ »„„,.,„„.„„
vanized iron, worked in a
molding, and there is
down-spout of 24-in. gas
pipe at each corner post.
The scheme cost about $9
per car, but it is figured
that it will save the car
by taking the water off
from the woodwork,
joints and curtains and
prevents it from blow-
ing onto the seats, and it
is also an innovation that
is greatly appreciated by
the conductors, being in
line with the company's
well-known policy of
taking an unusual inter-
est in the men. It will
be remembered, as here-
inbefore outlined in the
Street Railway Jour-
nal, the Columbus company gives every employee an annual
dividend, figured on the basis of his earnings.
A very complete system of records is kept. The company
keeps mileage records on cars, trucks, car bodies and motors ;
also on wheels, armatures, commutators, pinions, brasses, axles,
gears, trolley wheels, etc., and monthly and annual reports are
prepared covering all these details. The master mechanic re-
ceives a daily report from car house as to car mileage ; the cars
average about 150 miles per day. From the shop foreman he
receives daily reports as to repair work done and replacements
made, the reports covering both the time of the men employed
on the work and the car on which the work was performed.
The master mechanic maintains in his office a card rack,
showing the numbers of the cars in service on each division.
The cards show the type of car, size, motor, truck and other
details. If a car is disabled the card is reversed and shows up
a red face indicating that the car is out of service.
The shops of the company are in charge of C. E. Hott, master
mechanic, who has occupied this position since the horse-car
days. He is responsible for nearly all the innovations in-
troduced.
»>♦
The sink hole on the Urbana, Bellefontaine & Northern Rail-
way near Round Prairie, Ohio, is proving a most expensive
obstacle. Reference to this hole was made some months ago,
when it was thought it was being filled up. At present, how-
ever, the situation seems to be worse than ever. The hole is
only 50 ft. across, but the many thousands of feet of cinders,
rock and gravel, besides large quantities of timber, which the
company has dumped into the hole have disappeared in a few
hours. Quite recently the company made another determined
effort to complete the fill. It dumped more than thirty train
loads of earth, and came near losing some of its cars, which
had been allowed to stand on the track over the hole for a few
minutes. The Cleveland & Southwestern Traction Company
had such a hole on its line two years ago, but after persistent
efforts it was finally filled up. C. A. Alderman, chief engineer
of the Appleyard system, is offering a prize to any one who
will tell him how to fill the hole.
64
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
NEW CAR TERMINAL AND LARGE NEW THEATER FOR
NORUMBEGA PARK, AUBURNDALE, MASS.
Reference has previously been made in the columns of the
Street Railway Journal to the attractive features of this
beautiful park, but this year extensive improvements have been
made, as were found necessary owing to its increasing popu-
larity as a summer resort and the resulting large crowds which
frequented the place last summer. Norumbega Park has grown
point of the Charles River; at this spot the river is very broad,
resembling a lake. The park has an area of about 12 acres,
and has a long water frontage on account of the winding path
of the river. The park land is undulating in character, being
heavily wooded and in many places still remains very wild.
The park management operates many amusements and attrac-
tions in connection with the park, including a theater and also .
a zoological garden. Particular attention is paid to the latter
feature ; the best specimens of different animals are kept at
The Boat House for Private Canoes.
Cafe above Car Terminal Depot.
Storage Station for Bicycles, Automobiles, Etc.
Elk House in the Zoological Garden. An Amusement Feature— The Donkey Rides.
TYPICAL VIEWS IN NORUMBEGA PARK, AUBURNDALE, MASS.
to be one of the most beautiful resorts, as well as also probably
the most popular, in the Xew England States, being situated
as it is on the Charles River, amidst the most beautiful, wild
and uncultivated surroundings, while not inconvenient of access
from Boston. An idea of its present popularity may be gained
from the fact that during last season the total attendance on
Saturdays often reached 12,000 to 14,000, while upon Labor
Day it reached the figure of 18,000.
This park is operated by the Boston Suburban Electric Com-
panies, which also controls the Commonwealth Street Railway,
the Newton Street Railway and other important electric rail-
way lines in the suburbs of Boston in the vicinity of Newton-
ville and Waltham.
As referred to in the former article descriptive of the park
(May 5, 1900, page 462), it is located near Auburndale, about
10 miles from Boston, and about 5 miles above the tidewater
the zoo, which is found to be one of the most important at-
tractions of the park.
This park has taken an important place in the street railway
park development in this country, inasmuch as while operated
primarily to create traffic for the various car lines of the oper-
ating company, it is still maintained as a separate organization,
and is operated with a material profit. It is prevalent practice
for street railways operating parks to maintain the park and
offer attractions as an inducement for people to travel over
their lines to the park, but this park is notable for its differen-
tiation, as an admission to the grounds of 10 cents is charged,
causing the park to operate for a profit. A combination rate
is, however, made to passengers traveling to the park over the
lines of the operating company, by which, if a return ticket is
purchased, entrance to the park may be gained for the addi-
tional payment of 5 cents only.
July 9, 1904.]
STREET RAILWAY JOURNAL.
65
This reduced rate of fare is secured for the passengers upon
the payment of 15 cents to the car conductor, whereupon ne
[NTERIOB VIEVi OP ["HEATER, SHOWING NEW STAGE
issues a coupon ticket of the form shown in the accompanying-
engraving. The upper half of this ticket is printed on a green
background and the lower half on a red background; the upper
half, as may be seen, provides an admission to the park, while
the lower half, which is retained by the purchaser until leaving
the park, is good for a ride upon any of the car lines of the
company on leaving the park. It will be noticed that upon the
park-admission half of the ticket the management reserves
the right to revoke the right granted by this ticket by refunding
the purchase price, this serving as a precautionary provision
by which the management may refuse admission to intoxicated
or other objectionable parties. A feature of the return-fare
ticket upon the car lines is that the red ticket is good only at the
park turnstiles, and is not acceptable if presented to a conduc-
tor after boarding a car; this ensures the use of this ticket in
returning from the park only by entrance to the cars through
the turnstiles at the depot. These tickets are made valid for the
entire season, those shown in the engraving representing the
form which is valid for the season of 1904.
THE PARK THEATRE
Probably one of the most important features of Norumbega
Park is the open-air theater, which is operated throughout the
park season with high-class vaudeville entertainments. This
is a feature that was started in the park several years ago and
which has proved one of the most important and successful
of the attractions that have been installed there. No charge is
made to visitors to the park for general admission to the
theater, but the rows of seats toward the front and the boxes
are reserved at moderate prices; the front seats are reserved at
25 cents each, while the scats to the rear are held at less prices,
according to the location. Nearly 1500 seats at the rear and
llie space behind them are held free to all visitors to the park,
The important feature of the improvements at the park llii--
66
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
; Noruivibega Park
GOQC SEASOS OF i9C4 ONLY '
. SnP Tlic M.ma>f> nvnt resprras tin
to mvokv' tub ii'visw ,ri<niud by
thl>; tl'.vkct by - refui' <lSa;j parcli-iw)
f.r""^.. • ' JfOEC I? -BIT ACHED. \
4
GOOD SEASON OF j0O4 ONLY
:, ; SPEiCrAL TICKET
^ 0 eii only for continuous rido on any car of.tS*
y Newton St. Wy. Co.
o Norimbega Park
'.CD ' GODC OKL? AT PAE2 TTOHSTILB
[iijL Tlis Sicket Will tfot to Taien cn Car, and
will not ©ailtla pwstagM to transfer prM-
7dm
General >Iawttger,
SPECIAL COUPON TICKET
USED FOR RETURN CAR
FARE AND ADMIS-
SION TO PARK
year lies in the rebuilding
of this theater. The thea-
ter has been operated here-
tofore without roof cover-
ing, the entire seating ca-
pacity, now providing for
3000 people, being entirely
unprotecte d from the
weather. This year it
was thought desirable in
enlarging the scope of the
theater to provide a roof
covering which should
serve as a protection from
the sun for the afternoon
entertainments, as well as
also provide protection
from the sudden storms
which frequently arise in
summer time. In doing this
the theater has been en-
tirely rebuilt with the ex-
ception of the stage por-
tion, which is very little
This is probably one of the first structures of its kind in which
a steel roof construction is used, and in this case the details of
construction are remarkable for the size.
As may be seen from the accompanying plans, the theater is
laid out on a fan-shaped section of ground, the stage being ar-
ranged in the lowest portion and the seats sloping upwards to
the rear, radially from it in all directions, as shown in the longi-
tudinal section. This construction was favored by the natural
ground level at this point, little surfacing being found neces-
sary. The total rise from the lowest level of the auditorium to
the ground level at the rear of the seats is 11 ft. 4 ins., thus
giving all seats the preference of an excellent view. There are
two main aisles leading from rear to the front, while additional
aisles extend down from the rear to cross aisles, as shown.
Further general features of the theater construction are shown
in the accompanying engravings.
The details of the roof-truss construction are shown in a
drawing of truss F. This truss is designed for a span of 93 ft.
between the center of the rear column support and the cross-
truss between the stage columns, where it terminates. There
are seven of these long-span trusses, all radiating from the
framework above the stage, which is erected upon the columns
at its four corners, as shown; this framework is provided with
trussing projecting out over the auditorium for receiving and
NOTE:
Root' Truss Location indicated by dotted Lines.
Posts at Rear of Auditorium to be equally
spaced apart
Flower trenches and pots
Street Ry. Journal
PLAN OF THE NEW THEATER AT NORUMBEGA PARK, SHOWING ARRANGEMENT OF SEATING
changed. A very pretty rustic stage effect was presented by the stiffening the intermediate trusses. This special roof con-
former stage, and this has been left unchanged, while the steel struction above the stage, as well as also the details of the stage
roof structure and the seating equipment are entirely new, the setting and the dressing rooms, are shown in 'the accompanying
latter providing a capacity 500 greater than the former theater. longitudinal and cross sections of the structure.
July 9, 1904.]
STREET RAILWAY JOURNAL.
67
Strcti Iii/.JuUrnat
Longitudinal Section
CROSS AND LONGITUDINAL SECTIONS OF THE NEW THEATER STRUCTURE
"DETAILS OF THE SPECIAL FORM OF ROOF TRUSS USED IN THE
NEW THEATER, TO COVER THE 93-FT. SPAN
Slreel Ry. Journal 1
The proscenium over the stage is beautified by an attractive
design of cornice surmounting the large columns at the front
corners; these columns are 2 ft. [ in. in diameter and 29 ft.
high, being built up on a composite order. The entablature is
7 ft. high and over it are placed figures representing music and
drama. The entablature is designed with a very elaborate
cornice frieze and architrave and is crowned with an acroterie
consisting of a cartouche in the center with a wreath under it
and figures on either side. The stage is neatly set off by an
arcade consisting of triple arches and columns at the rear, be-
hind which is a rustic railing with flower pots. These features,
all of which are new, will add greatly to the attractiveness of
the theater, and also the roof covering will prove very effective
in providing the greater need of protection for the audience.
The work upon this building is a model that nray well be
followed by those considering similar installations, and reflects
great credit upon the operating company as well as also the
architect. The architect of the new theater structure is Samuel
68
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
J. Brown, 164 Federal Street, Boston, Mass., who made the
designs for all the buildings at this park. For the design of the
roof structure Mr. Brown called in the assistance of J. R. Wor-
cester, of Boston, as consulting engineer on the steel frame-
work.
THE NEW CAR TERMINAL
In the engraving below is shown the plan of the basement of
Ticket
Office
4-
desiring to return immediately without entering the park, can
pass through on to another platform, and from that point enter
the enclosure, where they can board a car for the city or pass
outside the grounds.
Passengers leaving the park come down the stairs, C, and
pass through the turnstiles at H and onto the platform. This
turnstile prevents people from passing back into the park at
that point. There is a large gate at I, which will be opened
during rush hours, an officer being stationed there so that no
one can enter the park from there. Having reached this point
visitors desiring to simply go out onto the street pass out the
walk, G, which is sufficiently wide to prevent any congestion
and enables them to reach the street without crossing any
tracks. Passengers having the last coupon of their round-trip
tickets pass directly through the opening, B, depositing their
COMMONWEALTH AVENUE . Street Ry. Journal
PLAN OF THE NEW CAR TERMINAL AND DEPOT AT NORUMBEGA PARK, SHOWING ARRANGEMENT OF ENTRANCE
AND DEPARTURE PLATFORMS
the Casino building, at the entrance to the park, upon Com-
monwealth Avenue, which is used as a car storage house and
also an entrance and departure depot for the visitors. This has
been entirely rearranged and rebuilt for the operation of cars
at the terminal, upon an entirely new plan, for facility of hand-
ling the large crowds. In previous years it has been found that
the task of collecting fares upon the cars departing from the
park, with such heavy crowds as have been carried, has been
difficult, and that it was almost impossible to secure the fares
of all the passengers. The new plan will provide a means of
taking the fares of all passengers before entrance to the cars,
in order that the former errors of registration by conductors
may be effectually done away with.
As may be seen from the plan of the new terminal the cars
coming from the city loaded with passengers for the park pass
along Commonwealth Avenue, and enter the grounds at the
point marked X. They stop directly beside the platform,
opposite the ticket office, where everybody is required to leave
the car. Those holding the coupon round-trip ticket which
they have purchased on the car, enter the park, depositing the
green coupon of this ticket in this box at A. Those who have
not purchased a round-trip ticket secure a regular straight ad-
mission ticket at the ticket office for 10 cents, and enter also
at A. As soon as the car is unloaded it passes over the ditch,
E, which is provided and so arranged that passengers cannot
get across, and enters the departure enclosure, passing along
to the end of the platform, Y. In the fence marked Z is an
opening whereby passengers getting off the car at the park and
THE RECEIVING PLATFORM AND TICKET OFFICE A, AT
ENTRANCE TO PARK
ticket in the chop-box for admission into the enclosure for
departing cars. Those who have not secured a round-trip ticket
purchase a 5-cent ticket at the ticket office, D, and pass through
the opening, B, depositing their ticket into the chop-box to
enter upon the platform. The track along the edge of the plat-
July 9, 1904.]
STREET RAILWAY JOURNAL.
69
form is of sufficient length to enable three cars to be placed there
at one time. The car house has a storage capacity for fourteen
cars, and the four tracks just outside the doors have a capacity
STAIRWAY C, LEADING TO EXIT GATES AND DEPARTURE
PLATFORM
VIEW O F THE DEPARTURE PLATFORM AND CAR HOUSE
FOR STORAGE OF CARS
OPENING TO STREET FROM THE CAR TERMINAL, SHOWING
PIT TO PREVENT ENTRANCES AT THAT POINT
of six cars more. It is the practice of the management to
anticipate very largely the number of people who will probably
leave the park after the last theater performance, and endeavor
EXIT TO DEPARTURE PLATFORM FOR CARS LEAVING PARK.
AND PASSAGE TO STREET
THE CAR HOUSE AND TERMINAL, SHOWING ARRANGEMENT
OF TRACKS
to have this yard stored full of cars in order to handle the
people as quickly as possible when they leave the park.
When it is time for a car to leave it runs past the platform,
over the switches and out over the ditch, P, onto the avenue.
After passing over the ditch, 1', the car does not make a stop
for some distance, in order to encourage the people to enter
the enclosure and take the car there, rather than delaying it on
the street. In order to still further encourage this, signs are
placed on the avenue at point ( j, inviting passengers to enter
this walk, pass around onto the platform and purchase a 5-cent
ticket for entrance to the enclosure at point B. Any passenger
leaving the park and desiring to transfer from any of the car
lines to some other line farther down the system, secures a
transfer at the ticket office, D, when purchasing the 5-cent
ticket. Transfers are not given on the round-trip tickets, as
they are sold at a reduced rate.
In reference to the operation of this new system the general
manager, Mr. Brush, states: "We believed that by this method
of handling the people we could better accommodate them and
prevent a large percentage of loss, due to conductors not being
able to collect all fares on a crowded car and also prevent any-
70
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
one withholding any fares from us. Our experience so far with
this scheme has seemed to more than justify our claim for it
previous to its inauguration.
"Up to the present time we have experienced no difficulty
with it, and from all we can learn the people are better satisfied,
for the reason they don't have to pay their fare on the car, and
it also gives us very much larger platform room than we have
had in the past years. The conductors are apparently better
pleased, for it prevents the necessity of crawling along on the
running boards, which is troublesome in pleasant weather and
highly objectionable in stormy weather."
This paper is greatly indebted to Matthew C. Brush, general
manager of the Boston Suburban Companies, for this informa-
tion, and to Samuel J. Brown, the architect, for the drawings
of the new theater construction.
♦ —
NEW POWER PLANT EQUIPMENT FOR THE CONEY ISLAND
& BROOKLYN RAILWAY
To provide for its greatly increased city and seashore traffic,
the Coney Island & Brooklyn Railway Company has recently
installed a large additional direct-connected generating unit
in its large power plant at Smith and Ninth Streets, in South
Brooklyn. This unit is of particular interest, as it involves
the use of the new type of horizontal Corliss engine, recently
brought out by the Westinghouse Machine Company. This
company has experienced a very rapid growth of traffic during
the past few years, operating as it does two important lines to
Coney Island and another important line through the center of
Brooklyn. The total mileage of road operated by this company
is, it will be noted, about 50 miles, while the service given re-
quires over 600 cars.
The new generating unit consists of a horizontal cross-com-
pound engine, of the new Westinghouse-Corliss type, which is
direct-connected to an 800-kw railway-type Westinghouse gen-
erator, to deliver direct current at 600 volts. The engine and
generator are designed to operate at 80 r. p. m., the rated ca-
pacity of the engine at this speed, with the normal steam
pressure of 150 lbs. and a vacuum of 26 ins. in the exhaust pipe,
being 1250 indicated hp, while an overload capacity up to 2100
hp is provided for.
The valve gear of this engine is of the Corliss rocking type,
the admission and exhaust valves in each cylinder being driven
by separate eccentrics. The admission valve is operated by a
^4-in. gear, while the exhaust valve is operated by a toggle
mechanism, securing quick opening and closing. The governor
is of the housed pendulum type, controlling the cut-off on the
high-pressure cylinder, or upon both cylinders, if desired.
The engine is controlled by a Monarch safety engine stop,
with speed-limit attachment, working in connection with the
main throttle valve. The governor is designed to provide such
regulation for the engine that between friction load and 25
per cent the speed will not vary mo»e than 2 per cent above or
below normal. When operating under the conditions above
named, the consumption of dry steam at the point of best ef-
ficiency is designed to not exceed 13J/2 lbs. per ihp hour.
GENERAL DIMENSIONS OF ENGINE
Diameter of low-pressure cylinder, 52 ins.
Diameter of high-pressure cylinder, 26 ins.
Stroke, 48 ins.
Main journals, 20 ins. x 36 ins.
Diameter of shaft at center, 24 ins.
Crank pins, 9 ins. x 9 ins.
Crosshead pins, 7% ins. x 9 ins.
Diameter of H. P. piston-rod, 5 ins.
Diameter of L. P. piston-rod, 5 ins.
Connecting rod, center to center, 11 ft.
Total length of engine, approximately, 34 ft.
Total width of engine, approximately, 27 ft. 4 ins.
Diameter of fly-wheel, 18 ft.
Weight of fly-wheel, 100.000 lbs. (estimated).
Weight of engine without fly-wheel, 230,000 lbs (estimated).
Total weight with fly-wheel, 330,000 lbs.
The generator is designed so as to obviate sparking within
the limits of no load to 50 per cent overload, without changing
position of the brushes. The regulation of generator is taken
care of by the compounding so that the voltage will vary from
550 to 600 volts from no load to full load, respectively.
The field frame is split along a vertical plane so that the
two halves may be separated for obtaining access to the arma-
ture winding. The pole pieces are of laminated steel, cast in-
tegral with the field frame. The armature and commutator
are built together upon a spider pressed upon the engine shaft;
the armature is of the slotted drum type, with multiple winding,
and is provided with balancing rings in order to equalize the
voltage at the several corresponding points of the armature
and prevent sparking should the armature get slightly out of
true. The armature core is of laminated sheet steel, dove-
tailed into the spider and held in place by end plates, and the
armature coils are of bar copper machine-formed and held in
position in the slots by hard fiber retaining wedges. Carbon
brushes are used, supported by a cast-iron ring mounted upon
the face of the field frame, and arranged to be rotated through
a small arc by means of a gear and hand wheel.
The installation of this generating equipment necessitated
the installation of additional boilers. Two 500-hp Morin-
Climax vertical boilers have accordingly , been installed, in
addition to the former large boiler equipment. A feature cf
this new work is the use of concrete foundations throughout ;
the engine is provided with a massive foundation of great sta-
bility.
AGREEMENT BETWEEN NORTHWESTERN ELEVATED RAIL-
ROAD AND CHICAGO, MILWAUKEE & ST. PAUL
The Chicago, Milwaukee & St. Paul Railway Company and
the Northwestern Elevated Railroad Company, of . Chicago,
have at last come to an agreement whereby the Northwestern
Elevated will take charge of the Evanston line suburban ser-
vice of the Chicago, Milwaukee & St. Paul, north of Wilson
Avenue, which is the present northern terminus of the North-
western Elevated. The Evanston line of the Chicago, Milwau-
kee & St. Paul has long been a poorly paying line, operated for
suburban service only, as it extends only from Chicago to
North Evanston. The plan is for the Northwestern Elevated
to operate its trains over the C, M. & St. P. right-of-way. The
Northwestern Elevated Railroad Company, of course, will pay
a rental to the steam railroad for the use of its tracks and
right-of-way. Power will be furnished by the Northwestern
Elevated Railroad Company, which will also furnish motive
power for whatever freight traffic is taken over the line. The
freight traffic, however, is very limited. This arrangement
will permit the Northwestern Elevated to operate its trains
from the heart of Chicago to North Evanston without change
of cars, and the elevated structure at Wilson Avenue will be
connected with the Chicago, Milwaukee & St. Paul tracks by
a long incline. An ordinance permitting the use of electric
motor power on the Chicago, Milwaukee & St. Paul tracks has
been drawn up for passage in the City Council.
CONVENTION OF THE NEW YORK STATE STREET RAIL-
WAY ASSOCIATION
William W. Cole, secretary and treasurer of the Street Rail-
way Association of the State of New York, has announced that
the date of the next convention of the association will be Sept.
13 to 14. The convention will be held in Utica.
♦♦♦
The Oneonta, Cooperstown & Richfield Springs Railway
Company, of Cooperstown, N. Y., has offered a prize of $100
to the car crew making the best record for the ensuing three
months.
July 9, 1904.]
STREET RAILWAY JOURNAL.
7r
COMMERCIAL PRACTICABILITY OF ELECTRIC TRACTION BY
SURFACE CONTACTS*
BY C. E. C. SHAWFIELD, A. M. I. E. E., M. I. Mech. E.,
Borough Electrical and Tramway Engineer, Wolverhampton.
The surface contact system in operation at Wolverhampton
was first brought before the notice of the Wolverhampton
Tramways Committee in March, 1901, and after lengthy nego-
tiations a contract was entered into between the corporation
and the Lorain Steel Company by which the latter was to equip
about iit/2 miles of single track with its system, and allow the
corporation to operate the lines so equipped for a period of
twelve months. It was a condition of the contract that if the
system proved itself a commercial success during the period
of experimental operation, the corporation was to take over
and pay for the same at an agreed upon rate, but if it -failed to
prove itself safe and reliable and commercially successful, the
Lorain Steel Company was to remove its apparatus and bear
the whole cost of the experiment.
The twelve months' experimental operation terminated on
April 17, 1903, and although there was a great deal of differ-
ence of opinion in the Town Council as to the advisability of
retaining the system, it was eventually decided on Sept. 11, by
a large majority, that the system should be accepted. Shortly
afterward it was decided to proceed with the reconstruction
of existing routes operated by horse traction and the construc-
tion of new routes, amounting in all to an additional 7 miles of
single track, and the Council decided that these extensions
should also be equipped with the Lorain surface contact sys-
tem. About 5 miles of these extensions have already been
completed, and it is expected that the remainder will be finished
very shortly. The design and general arrangement of the
Lorain surface contact system has already been fully described
and illustrated in the technical press, and is probably well
known to the majority of the members of this association, and
therefore the author does not propose in his paper to give any
technical description of it.
In comparing the respective merits of the overhead system
and the surface contact system, the author proposes to do so
from the following standpoints, namely :
1. Safety to human beings and animals.
2. Reliability of operation.
3. Cost of operation and maintenance.
/< Cost of installation.
5. Disfigurement of streets and obstruction to traffic.
In comparing the respective advantages from the point of
view of safety of the overhead system and the surface contact
system, it is evident that only one source of danger need be
seriously considered, namely, that of electric shock, as prac-
tically all other risks are common to all systems of electric
traction. In the case of surface contact systems it is evident
that the only portion of the apparatus exposed to the public
from which a shock could under any possible conditions be
obtained is the metal stud in the center of the track, and that
this can only become or remain alive (except when it is cov-
ered by a car) in the event of some failure of, or defect in, or
damage to the mechanism which operates it. The actual value
of this risk may best be estimated in the light of actual experi-
ence, and the author has therefore analyzed the records of de-
fective boxes during the past twelve months, and has extracted
therefrom the particulars given in Table I.
It will be seen from the accompanying table that a total of 109
boxes were found more or less alive during the twelve months
in question, 59 of which were alive at an e. m. f. of over 50
and under 500 volts. The author has divided the live boxes
into two sections, namely, those under and those over 50 volts,
as he has found by experiment that it is quite impossible for
*Abstract of paper read at the Ninth Annual Convention of the Incorpo-
rated Municipal Electrical Association at Derby, England.
any person or animal to feel the slightest sensation of shock
from a box which gives a reading of 50 volts or under, and it
is only in rare cases that anything approaching a shock can be
obtained from a box which gives a reading of less than 100
volts. - ■ • ! '■
It will be noticed that out of the total of 109 defective boxes,
in nine cases the trouble was due to moisture in the granite
basin ; that is, to the accumulation of water on the surface of
the granite basin under the dope, which formed a leakage path
to the top plate. This may be said to be due to every case to
carelessness in fixing in the first instance, sufficient care not
TABLE 1. — DEFECTIVE BOXES FOUND DURING TWELVE
MONTHS ENDING MARCH 31, 1904
Quarter Ending
Cups Damaged
by Short Circuits
Mois'ure in
Granite Basin
Total
Average per Mile of
Single Track per Ann'm
E.M.F. above Earth, as shown by Weston Voltmeter
Volts
10 to 49
Volts 50
to 500
T4
23
6
1 1
Volts 1(1
to 49
Volts 50
to 500
Vols 10
to 500
Volts 50
to 500
June 30, 1903
Sent 30, 1903
Dec. 31, 1903
Mar. 31, 1904
IO
14
12
IO
0
O
2
2
I
2
O
2
IO
14
14
12
15
25
6
13
1
J 10
1
J
46
54
4
5
50
59
having been taken to see that the interior of the granite basin
was thoroughly clean and well brushed over with a coating
of hot dope before the remainder of the dope was poured in.
The remaining 100 defective boxes were the result of damage
done to the interior of the cups by heavy and repeated short
circuits. These short circuits are caused by pieces of scrap
iron which are picked up by the magnet system and come in
contact at the same time with the collecting skate and with a
cross-rail at junctions and turn-outs. The effect of a number
of short circuits on any one cup is that the interior of the top
half of cup becomes burnt and charred, and thus loses its in-
sulating properties, consequently the top plate or stud becomes
alive at an e. m. f. which may be anything from a few volts up
to nearly the full line pressure. In this connection it is inter-
esting to note that recent experiments made by the author
show that the degree of damage to the cup in the event of a
short-circuit entirely depends upon the time element of the
circuit-breaker controlling the main feeder. When the trac-
tion switchboard was installed at the power station, the pos-
sibility of the adoption of a surface-contact system had not
been considered by the tramways committee, and the circuit
breakers for the tramway feeders were specially designed to
give a comparatively slow break, with the object of preventing
the rise of pressure which is frequently caused by the sudden
rupture of an inductive circuit. Experience has shown, how-
ever, that this is the very worst type of apparatus that could
have been selected for use with the surface-contact system, as
it allows the heavy current due to a short circuit to flow for a
sufficient length of time to give rise to a considerable amount
of arcing or flashing between the carbon contacts inside the
cup, resulting in the charring of the latter and sometimes in
the fusion of the copper ribbon. The author is now replacing
the original circuit breakers with others of a new type, which
give a more rapid break with magnetic blow-out, and as a re-
sult of experiment he has found that with the circuit breaker
set to operate at 600 amp., the tramway bus-bars may be short-
circuited a large number of times in rapid succession through
the contact-making mechanism of the cup without the latter
receiving any appreciable damage, and he has every reason to
believe that this alteration in the type of circuit breaker will
very greatly reduce the number of defective boxes in the fu-
ture.
72
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
It will be observed that instances of defective boxes due to
short circuits are more frequent in the summer than in the
winter months, the reason for this being that light pieces of
iron or steel are more easily picked up by the magnet when the
track is dry and dusty than when it is covered with wet and
sticky mud.
The presence of a metallic stud in the street surface elec-
trically charged at a pressure of 500 volts above earth would
at first sight appear to constitute a grave source of danger, but
the author would point out that in speaking of a stud being
alive at 500 volts it does not necessarily imply that the stud is
capable of transmitting a dangerous shock to any animal or
person stepping thereon ; as an actual matter of fact this is by
no means the case, as owing to the comparatively high resist-
ance of the conducting path formed by the charring of the in-
terior of the cup, the quantity of current that can pass is ex-
ceedingly small, and in many cases the readings obtained from
the same "live" stud by different voltmeters will vary enor-
mously, a difference of one or two hundred volts being by no
means uncommon, this variation being simply due to the dif-
ference in internal resistance of the respective voltmeters.
In only one instance has the shock received from a "live"
stud been attended with serious results, and this occurred on
Feb. 17, 1904, when a sheep and a dog were electrocuted
through treading on a faulty box on the Tettenhall Road route.
This accident was the result of a curious combination of
conditions, the absence of any one of which would probably
have prevented its occurrence. In the first place, the box had
been improperly fixed, the vulcabeston cup was cracked, and
the space around it was not properly sealed with dope. A car
passing over the box picked up a large piece of scrap iron,
causing a heavy short circuit, which completed the fracture
of the vulcabeston cup and separated the top half from the
bottom. Secondly, owing to a heavy snowfall the track in the
vicinity had been salted, and at that particular spot was more
or less covered with a fairly strong solution of brine. Owing
to the absence of the proper seal of dope, this brine found its
way into the interior of the cup establishing a low resistance
connection between the "live" lower contact and the top plate
and causing the top plate to become "alive" at practically full
line pressure. Lastly, the animals to which the accident hap-
pened had been traveling for some considerable distance along
the salted track, and their feet were saturated with brine solu-
tion, thus greatly reducing the resistance of their bodies to the
passage of an electric current. Immediately after the accident
to the sheep and the dog. and before any warning could be
given, a horse attached to a butcher's cart stepped on the same
box and was brought down by the shock. It got up again im-
mediately, however, anil when examined shortly afterwards by
a veterinary surgeon was reported as being none the worse for
its adventure.
As a result of actual experiments the author is inclined to
believe that horses, in spite of the fact that they are shod with
metal shoes, are much less sensitive to a shock sustained by
stepping on a charged metallic substance than to a shock re-
ceived from a live conductor falling on them from above. Sev-
eral instances have occurred of horses stepping on boxes, which
when tested with a Weston voltmeter, gave readings of 500
volts and over, and although in the majority of cases the ani-
mals were brought down, in no case was there any resulting
injury from the shock. The author has on more than one
, occasion watched a pedestrian step on a box which he has
known to be "alive" at a pressure of 500 volts, as recorded by
a Weston voltmeter, but in all cases the individual was ap-
parently quite unaware of the fact. The comparative harm-
lessness of the shock received from studs "alive" at the appar-
ently high pressure of 500 volts is of course due to the com-
paratively high resistance of the charred surface of the vul-
cabeston cup, and to the fact that there is never under any
condition of break-down or defect any metallic connection be-
tween the top plate and the main supply.
On a large percentage of the tramway systems of this coun-
try center-pole or side-pole bracket-arm construction is largely
used, and in accordance with the usual practice the poles are
erected in concrete. It is well known that under certain con-
tions which may frequently occur in practice, these poles are
virtually insulated from the general mass of the earth, and can
therefore become charged at a high potential relatively to the
earth. When it is considered that in a very large number of
cases single insulation only is used between the trolley wire and
the bracket-arm, it is evident that failure of the straight-line
insulator, which supports the trolley wire — either from me-
chanical stress or other cause — may result in a pole becoming
"alive" at an e. m. f. of anything up to 500 volts, and prove a
source of very serious danger to human beings and animals in
the vicinity. It is evident, moreover, that the failure of an
insulator under the conditions named would not be easily de-
tected under ordinary service conditions, and there would be
nothing to indicate the fact that anything was wrong until an
accident had occurred.
That instances of falling trolley wires and "live" tramway
poles do occur with startling frequency in many districts where
tramways are operated on the overhead system is undoubtedly
true, and tiiat these mishaps are not more frequently attended
by injury to human beings or animals appears to the author to
be largely due to the beneficent interposition of Providence.
It must be remembered, moreover, that a shock received from
a falling trolley wire or a live telephone wire is of necessity
infinitely more dangerous than any shock which can be re-
ceived from stepping on a "live" stud, as in the former case
the shock is generally transmitted through the most sensitive
part of the body, and there is much greater risk of the "live"
substance coming in contact with bare flesh. In proof of this
contention it is only necessary to refer to the files of the daily
press, from which it will be found that in nearly, if not quite,
every instance where a shock has been received under these
conditions, it has proved fatal in the case of animals, and has
always been attended with serious and sometimes fatal results
in the case of human beings. In conclusion, so far as the ques*
tion of safety is concerned, the author is of opinion that the
balance of advantage lies with a well-designed and carefully
installed surface-contact system.
RELIABILITY OF OPERATION
Owing to the entire absence of any statistical information
regarding the number of journeys lost through defects in or
failures of the overhead electrical equipment on tramways
where the overhead system is adopted, it is very difficult to
institute anything like a comparison between the overhead sys-
tem and the surface-contact system so far as reliability of
operation is concerned.
From the very commencement of the operation of the tram-
way system in Wolverhampton, the author has kept minute
records of every delay that occurred on any route and the
cause thereof, together with the number of journeys lost by
the cars affected by such delay or stoppage.
Thus, if an accident occurs causing a delay of fifteen minutes
on any one route the mileage lost is reckoned as the total mile-
age that would have been run by each car affected by the delay
during the period that the stoppage occurred. Table II shows
the total mileage lost due to faults in the electrical equipment
of the Wolverhampton tramways during the twelve months
ending March 31, 1904.
Out of a total of 173 car miles lost due to defects in the Lo-
rain surface contact equipment during the period covered by
the above table, it will be seen that only 27 are debited against
the track equipment ; these were due to the following causes :
Three car miles were lost owing to a delay arising from an
improperly soldered joint in a cable terminal, the remaining
July 9, 1904.]
STREET RAILWAY JOURNAL.
73
24 miles being lost owing to a top plate situated very close to
a cross-rail being permanently earthed thereto by a piece of
iron wedged between the plate and the rail, it being about
TABLE II. — CAR-MILES LOST DUE TO DEFECTS IN ELECTRICAL
EQUIPMENT OF TRACK AND CARS
"bin _
B C =
Miles
Miles
Total Car Miles
Lost per 10,000
Miles Run
Car Miles Lost Due to Faults
in Lorain System
Quarter
Ending
Miles of S
Track
Operat
Total Car
Run
Total Car
Losi
Lorain
Car
Equipm't
Lorain
Track
Equipm't
Total
Total per
10,000
Miles Run
1903
June 30....
Sept. 30....
Dec. 31 ....
1904
March 31 ..
11
11
11
11
139,563
131,805
122,576
121,434
177
172
147
248
12.7
13.0
12.0
20.4
43
39
38
26
27
43
39
65
26
3.1
2.9
5.3
2.1
Totals
515,378
744
14.4
146
27
173
3.3
twenty minutes before the source of the trouble was discov-
ered. The 146 car miles lost due to defects in the car equip-
ment may be classified as given in Table III.
TABLE III.— DETAILS OF MILES LOST DUE TO FAULTS IN
LORAIN CAR EQUIPMENT
June
Quarter
September
Qviarter
December
Quaiter
March
Quarter
Total.
22
IO
8
3
21
7
6
5
16
20
2
20
3
3
79
40
17
IO
43
38
38
26
146
It will be seen that during the period in question the total
number of car miles lost due to defects in the electrical equip-
ment of both cars and trackaveraged3 1-3 carmiles out of every
10,000 car miles run, and having regard to the fact that during
the months of February and March there were frequent and
heavy snowfalls, the author is of the opinion that this con-
stitutes a record of regularity of service which it is difficult to
surpass.
In considering the car miles lost due to the Lorain car equip-
ment, it must be remembered that the defects which were the
cause of the delays have a parallel in the case of the overhead
system in respect of broken and damaged trolley wheels and
trolley poles and in the earthing of the cables inside the trolley
standard.
The first heavy snowstorm since the system has been in
operation occurred on Feb. 17, 1904, when about 6 ins. level
fall of snow occurred in the early hours of the morning. The
electrically-driven snow sweepers were at once put into service
and the lines were kept clear without difficulty, and no delay
of any kind occurred. It is noteworthy that although the snow-
fall in the surrounding districts, operated on the overhead trol-
ley system, was not quite so severe as it was at Wolverhamp-
ton, yet considerable difficulty was experienced, especially in
the early morning, in maintaining a regular service.
Owing to an abnormal rainfall in the early part of Septem-
ber certain routes were flooded, and at one point the track was
submerged for a considerable distance to a depth of nearly two
feet. No trouble, however, was experienced as regards the
running of the cars, and no defects developed in the car equip-
ments, in spite of the soaking to which they had been subjected.
In considering the respective liabilities to break-down of
the rival systems, it should be borne in mind that in the case
of the surface-contact system as installed at Wolverhampton,
any accident or break-down can only affect one, or, in very rare
cases, two boxes, and the momentum of the car is sufficient to
enable it to coast over the short length of track thus disabled.
Further, any faulty box can be removed and replaced by a new
one in an average time of fifteen minutes without any inter-
ruption of service. It may in effect be said that the surface-
contact system is equivalent to an underground trolley wire
divided into ten feet sections, each of which is independent of
the rest, and may be removed and replaced without interfer-
ence with the efficient operation of the remainder. It is in this
respect that the surface-contact system has, in the author's
opinion, a distinct advantage over the overhead system, in-
asmuch as with the latter an accident of any kind to the over-
head equipment usually means the putting out of service tem-
porarily from a quarter of a mile to half a mile of route, and
a total cessation of traffic along the section affected for a more
or less lengthy period.
Another respect in which the surface-contact system pos-
sesses a marked advantage over the overhead system is that
the conductors are free to devote the whole of their time to
the collection of fares and to looking after the convenience and
comfort of passengers. In nearly all of the tramway systems
at present in operation in this country, a considerable propor-
tion of the conductor's time is occupied in nursing the trolley
pole through frogs and crossings or round awkward curves
on the overhead equipment, but in spite of the care which is
taken in this respect interruptions of service are frequently
caused through the trolley pole jumping and displacing a por-
tion of the overhead equipment. Similarly, also, no reversal
of the collecting apparatus is required when changing the di-
rection of running of a car, whether at a terminus or elsewhere
on the line, and consequently there is no risk of an accident
occurring through forgetfulness or carelessness on the part of
the motorman or conductor.
One of the most attractive features of the surface-contact
system as installed at Wolverhampton is that it is virtually
"fool proof," inasmuch as it is practically beyond the power
of the motorman to inflict damage thereon by careless or in-
competent handling of his car, and in this respect it possesses
an advantage which is not shared by any other system of elec-
tric traction. As a result of the two and and a half year's
experience the author has had of the operation of a surface-
contact system, he believes that for reliability of operation it
has many and noteworthy advantages over either the overhead
trolley system or the conduit system.
COST OF OPERATION AND MAINTENANCE
It must be admitted at the outset that from the point of view
of cheapness of operation and maintenance, no system of elec-
trical traction can rival the overhead trolley system. The fol-
lowing statement shows the expenditure on the maintenance
of the Lorain surface contact system at Wolverhampton dur-
ing the twelve months ending March 31, 1904.
TABLE IV.— REPAIRS A ND MAINTENANCE COSTS OF LORAIN SYS-
TEM FOR TWELVE MONTHS ENDING MARCH 31, 1904
Total Cost
Cost per
Mile of
Single T'ck
Cost per
Car Mile
Track Equipment
Repairs and maintenance of cups and top plates.
£ s. d.
125 5 5
5 19 2
12 2 1
94 15 (i
£
11.3
0.5
1.1
8.6
d.
.058
.1102
.005
.044
Car Equipment
Repairs and maintenance of magnet systems
Repairs and maintenance of switches and bat-
teries, including charging _
Repairs and maintenance of collecting skates
Inspection and adjustment of magnet systems
and collecting skates _
238 2 2
11 13 2
20 3 4
115 11 8
102 13 11
21.6
Cost per Car
per Annum
3
0.8
4.7
4.2
.11
.033
.009
.053
.047
12.9
.144
The expenditure under the heading of track equipment the
author considers to be very reasonable, and is of opinion that
it will bear comparison with the cost of maintenance of any
similar length of overhead equipment running in a busy manu-
facturing town.
74
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
The whole of the work of inspection and testing of the elec-
trical equipment of the track, the removal and replacement
of faulty boxes, and the execution of all repairs of every kind
required in connection with the maintenance of the electrical
equipment of the 15 miles of single track is performed by two
men who are paid wages of 32 shillings and 28 shillings per
week, respectively. The working day of approximately seven-
teen hours is divided into two shifts, so that there is only one
man on duty at a time. Every box is tested once a week, and
the boxes in the vicinity of points and crossings and other
special track work where there is a liability to short circuits are
tested daily.
During the period covered by the foregoing statement of
costs, the average time required to test about 11 miles of single
track was ten hours, the apparatus used for testing consisting
of a portable Weston voltmeter slung round the neck of the
operator, the flexible leads from the voltmeter being attached
to terminals on a pair of walking sticks, one of which was
placed on the box to be tested and the other on the rail. As
this method of testing proved to be a slow process, the opera-
tor not being able to cover more than about one mile of single
track per hour, the author has devised an arrangement by
which a light trolley carrying a contact skate can be towed
behind any car in service, and by this means every box on
about 15 miles of track can be tested in two and a half hours.
It is expected that this will result in a considerable reduction
in tbe expenditure on inspection and testing of the track.
The expenditure on the inspection and maintenance of the
car equipment has been rather heavy, the items relating to the
magnet systems and batteries being, in the author's opinion,
abnormal, and considerably in excess of what may be expected
in the future.
It is impossible to obtain reliable figures as to the cost of
inspection and maintenance of the trolley wheels, trolley poles
and standards in the case of the overhead system, as records
apparently are not kept separately of the expenditure incurred
in these respects, but it is probable that the car equipment of
the overhead system can be more cheaply maintained than that
of a surface contact system.
One of the most serious disadvantages of the surface-contact
system is the increased consumption of electrical energy in-
volved. The additional quantity required varies according to
the type of surface contact system adopted, but with practically
every type of system there are three causes which must involve
additional current consumption, and these are as follows:
(1) The energy required to operate the circuit-closing
mechanism of the track equipment. (2) The additional energy
necessary for the propulsion of the cars owing to the extra
weight of the special apparatus carried on the car. (3) The
surface leakage from box to rail over the paving under each car
on the track.
Of the above-mentioned sources of power waste, the first
two only need be seriously considered, as in the case of the
third the amount of energy wasted by surface leakage is so
small as to be negligible.
In the case of the Lorain system as installed at Wolver-
hampton, the current required for the operation of the circuit
closing mechanism in the track equipment, which is in this
case the energy required for the excitation of the magnets,
represents a power consumption of 670 watts per hour, which
is equivalent under the ordinary conditions of service to 11
per hour per car mile. The additional energy required to
propel the cars owing to the extra weight carried must, of
course, vary in different localities, being obviously more in a
hilly district than in a flat. It would also be affected to a cer-
tain extent by the type of rolling stock in use and the distance
apart of the stopping places. It is, therefore, impossible to give
a general estimate as to the additional energy consumed under
this heading.
In Wolverhampton the routes at present in operation include
some rather severe gradients, and owing to the fact that a large
proportion of the road surfaces in the vicinity of the routes are
macadamized, the track is always very muddy and greasy in
wet weather, and correspondingly dusty in dry weather. The
tendency is, therefore, for the current consumption per car
mile to be rather heavy, the average during the past twelve
months being 1.49 kw. hour.
The average total weight of a single truck double-deck car,
together with driver and conductor and an average number
of passengers, but exclusive of Lorain equipment, is 8^4 tons.
To this must be added the weight of the magnets, collecting
skate, battery, cables and connections of the surface contact
apparatus, amounting in all to one ton.
The steepest gradient has a rise of 1 in 17, and there are a
number of sharp curves varying from 40 ft. 0 in. to 37 ft. 6 in.
radius. Under these conditions the author has calculated that
the additional current consumption due to the weight of the
Lorain equipment is approximately equal to .13 kw-hour per
car mile. The total additional current consumption to be
debited against the surface-contact system is in this case .24
kw-hour per car mile, or approximately 19 per cent in excess
of what would have been required by the overhead system.
COST OF INSTALLATION
It is very difficult, if not impossible, to give a general figure
for the difference in first cost of the overhead system and the
surface-contact system, owing to the fact that while the cost
of the former is practically the same for either double or single
track, the cost of the electrical equipment of the latter is ob-
viously twice as much for double track as for single. Conse-
quently, the amount of the extra cost of installing a surface-
contact system necessarily depends upon the proportion of
double to single track on the routes concerned. Speaking gen-
erally, however, it may be taken that first-class overhead con-
struction costs from £1,500 to £2,000 per mile of route, whether
double or single, whereas the cost of the surface-contact sys-
tem will be from £2,000 to £2,500 per mile of single track.
DISFIGUREMENT OF STREETS AND OBSTRUCTION TO TRAFFIC
It seems at the present time to be almost an article of faith
among those in charge of the promotion of tramway schemes
that the adoption of electric traction must of necessity involve
the disfigurement of the streets, either by the erection of tram-
way poles and overhead wires or by the construction of an open
slot between the center of each track. Where center-pole con-
struction is in use, there is, in addition to the unsightliness in-
volved, another very serious objection, namely, the obstruction
to traffic. There can be no doubt whatever that the introduc-
tion of center poles into a street of average width very largely
reduces the accommodation for vehicular traffic, and materially
adds to the congestion of the already overcrowded streets in
many of our large towns. Where side-pole construction is
adopted, this inconvenience is not so marked, although the
presence of a large iron pole, with massive base, every forty
yards along the sidewalk, is not by any means conducive to the
comfort and convenience of pedestrians.
It is claimed for the surface-contact system that it offers less
impediment to the free use of the streets and sidewalks than
any other system of electric traction in which the energy for
the propulsion of the cars is collected from an external source,
and the experience of the author in connection with the Wol-
verhampton tramway leads him to believe that this claim is
justified.
It was anticipated when the system was first installed that
trouble would be experienced through the metallic studs be-
tween the rails projecting above the normal level of the pav-
ing, proving a source of danger to the ordinary street traffic
and to horses in particular, and that considerable expense
would be occasioned through the extra wear and tear of the
July 9, 1904.]
STREET RAILWAY JOURNAL.
75
paving surrounding the studs. During the two and a half
years that the system has been in operation no complaint of
any kind has been received as to any obstruction or incon-
venience to traffic having been caused by the iron top plates
in the street surface, and so far as the author is aware, no ac-
cident of any kind has ever been attributed to them. There is,
moreover, no indication of any abnormal wear of the paving
surrounding the studs, neither wood nor granite paving in the
immediate vicinity of the metal top plates appearing to wear
any faster than at other parts of the track.
On the score of appearance it may fairly be said that the
surface-contact system is the least conspicuous and the least
objectionable of any system of electrical traction; in fact, it
is the author's experience that unless the track is abnormally
clean and free from dirt it is very difficult to distinguish the
studs from the remainder of the paving. During dusty or
muddy weather it needs a close examination of the track to
detect the exact whereabouts of the metal top plates, and prob-
ably owing to this reason a very large proportion of visitors
to the town go away with the impression that the electric energy
for the propulsion of the cars is carried in storage batteries on
the cars themselves.
In considering the results achieved at Wolverhampton in
the operation of tramways by a surface-contact system, it
should be borne in mind that in many respects the local con-
ditions at Wolverhampton are probably more unfavorable to
the successful operation of a surface-contact system than in
almost any other town in the United Kingdom. Owing to the
larger number of factories in the town engaged in the produc-
tion of stamped steel and iron articles, a very large quantity of
scrap iron of all sorts and sizes is produced and has to be carted
away from the various works. This scrap iron is usually very
carelessly heaped in open carts, with the result that a consid-
erable percentage of each load is scattered in the street, and it
unfortunately happens that the principal repositories for scrap
iron are situated on the busiest tramway routes. As previously
explained, the presence of this scrap iron constitutes the most
serious difficulty the system has had to contend with.
The heavy rainfall of the last two years, in conjunction with
the very general use of macadam in the majority of the streets
in the town, has resulted in a clean track being a luxury but
rarely attained, the track being usually covered with a sticky
mud, which an hour or two's wind and sun speedily converted
into equally objectionable dust.
It should be pointed out, moreover, that in Wolverhampton
the track is laid to a 3 ft. 6 in. gage, and consequently the space
available between the rails, and between the side frames of
the trucks, for the reception of the surface-contact apparatus
is comparatively limited, and the author believes that with the
standard 4 ft. 8^4 in. gage many of the troubles experienced
with the upkeep of the magnet and collecting skates would
largely, if not entirely, disappear, and the arrangement of the
track equipment at points, crossings and other special track
work would be considerably simplified.
The conclusions arrived at in the foregoing paper may be
briefly summarized as follows :
A well-designed and carefully installed surface contact system is
superior to the overhead trolley system in respect of the questions
of safety, reliability, disfigurement of streets, and obstruction to
traffic.
The overhead system is considerably cheaper both as regards the
capital cost of installation and the annual cost of operation and
maintenance.
For tramway systems where low initial cost and low annual
charges are the first consideration, and especially for light railways
in thinly populated districts, the overhead system is to be preferred.
In many of our larger towns, and especially at watering places
and other pleasure resorts, the surface contact system has many
claims for serious consideration in preference to the overhead trol-
ley system.
The author has made no attempt to treat this subject at all
fully in the limited scope available in a paper of this descrip-
tion, his object being merely to provide a basis for discussion
of a subject which has previously been brought very little be-
fore the notice of tramway engineers as a body.
A NEW TYPE OF CAR FOR THE BOSTON ELEVATED
RAILWAY
The Boston Elevated Railway Company is receiving twenty-
four new cars for use upon its elevated division, which are
a radical departure from former car construction for such
service, and which will be of especial interest to the operating
officials of all roads operating under similar heavy traffic con-
ditions. These cars have been designed to incorporate certain
changes which it is expected will overcome some of the serious
difficulties that have been experienced with the present type
of car. The cars which are now in use upon that road are
similar to the so-called "Manhattan type" of elevated car, wi'-h
open-end platforms enclosed by gates of the "swing back"
type, except that they have sliding side doors upon each side,
similar to the arrangement used upon the Brooklyn Bridge
cars, in New York City. As is the experience of the elevated
railways in all of our large cities, the handling of the crowds
during the rush hours, through the congested end platforms
and narrow doorways is most difficult, and involves serious de-
lays at every station from which heavy traffic originates.
The novel features of the new cars are that they have teen
constructed without open end platforms, the space occupied
by the usual end platforms being taken into the car and en-
closed, access to the car being provided by sliding doors at
the ends of the car in positions corresponding to that occupied
by the former swing platform gates. These sliding side doors
at the ends of the cars are operated by means of compressed
air cylinders, which are to be controlled by the guards stand-
ing across the two platforms in end-door openings, in a man-
ner similar to that which is usual upon the cars with the open-
end platforms. These door-operating air cylinders are ar-
ranged with their piston rods directly connected to the sliding
doors, and are operated by means of air valves which admit
compressed air to either end of the cylinder at will. The doors
will be normally held in their closed position by means of a
spring latch, which may be released for opening the doors by
means of foot levers convenient for the guards. Another de-
cided novelty in the construction of these cars is in the pro-
vision against the shock of the quick closing of the side doors.
The door in closing comes to a stop, at the end of the air-cyl-
inder's piston travel, some distance from the door frame; this
open space, which is provided to prevent catching the clothes
or hands of passengers in closing, is to be filled in by an elastic
striker consisting of a pneumatic cushion, which will permit
of the easy removal of any clothing that may happen to be
caught in this way, and would not cause injury to a passen-
ger's arm or foot if caught thus in closing.
A great increase of speed in handling passengers will result
from thus avoiding the usual end-door between the end plat-
form and the body of the car, which in this case is left out in
much the same manner as is the case in the new Illinois Cen-
tral side-door suburban cars, which were described in the
April 30, 1904, issue (page 661). This valuable provision causes
the entrance and egress capacity at each end of the car to be
dependent only upon the width of the sliding side doors, as the
platform is thus contained in the body of the car. The side
doors are made very wide, so that passengers may enter two
abreast, and when inside they are not confronted by another
narrow entrance door. This method of enclosing the entire floor
of the car will effect an important protection for the guards as
well as passengers in winter weather. Further details of these
improvements will be presented in a later article illustrating
and describing these interesting new cars more fully.
76
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
THE INTERNATIONAL STEAM PUMP COMPANY'S APPA-
RATUS AT THE WORLD'S FAIR
Although the International Steam Pump Company has no
individual exhibit at the Louisiana Purchase Exposition, it is
CIRCULATING PUMP AND ROTATIVE DRY VACUUM PUMP
WITH 2000-KW TURBINE
well represented by conspicuous products of its manufacture
used in connection with the exhibits of manufacturers of steam,
electrical or other machinery.
surface condenser having a surface of 8000 sq. ft., and fur-
nished with an air cooler. The condenser is located directly in
the base of the turbine. The circulating water is handled by
a 20-in. horizontal volute pump delivering to an open heater.
This latter pump is located several feet below the condenser,
and is self-regulating, requiring neither floats nor valves.
Furthermore, there is no possibility of vapor binding, as in
direct-acting pumps. The rotative dry-vacuum pump used in
this installation has a 22-in. air cylinder and 18-in. stroke. It
is driven by a General Electric motor through a Renold silent
chain drive.
Another important application of the company's apparatus to
steam turbines may be seen in the exhibit of Westinghouse,
Church, Kerr & Company. The latter have installed a 400-kw
Parsons turbine, in connection with which will be shown a
1500 sq. ft. surface condenser, with a hot well
and air cooler. A horizontal rotative dry-
vacuum pump is also provided.
The horizontal rotative dry-vacuum pump
mentioned is of special interest. It possesses
many new features and is distinctively a dry
pump, intended to handle air practically free
from water and is very valuable wherever high
vacuums are essential. Unlike so-called dry
vacuum pumps that require considerable water
in the cylinders to lubricate them and to fill the
clearance spaces, this machine needs none at
all in the cylinders, as the pistons are lubri-
cated by oil in the same manner as the steam
cylinders, and the clearance spaces are reduced
to a minimum because, there being no water,
large passages are unnecessary. A very small
amount of water is allowed to pass through
the jackets to keep the cylinders cool and to
preserve the lubricating effect of the oil. Not only is a saving
in water made by this machine, but the very doubtful method
of putting into the cylinders water that may carry sand and grit
is entirely avoided.
USED
VERTICAL TYPE OF ROTATIVE DRY VACUUM PUMP
One of the most prominent of these combination exhibits is
that of a 2000-kw Curtis turbine, in connection with which the
International Steam Pump Company will show a Worthington
VIEW OF HORIZONTAL ROTATIVE DRY VACUUM PUMP
WITHOUT CHAIN
Both the steam and the vacuum pistons are on the same
piston rod. The steam valve is a slide valve, with an adjust-
able eccentric to vary the point of cut-off according to the
July 9, 1904.]
STREET RAILWAY JOURNAL.
77
steam pressure. The suction air valve is also positively driven
by an eccentric on the shaft, and so set as to open the ports
fully at the proper time, leaving an unobstructed passage for
the attenuated air and vapor to enter the cylinder. Unlike
other air pumps, using even the smallest quantity of water, the
capacity for handling air is practically in proportion to the
speed.
The vertical dry-vacuum pump is a new and improved form
especially adapted for marine use, or similar service where
floor space is limited. It has been designed especially to meet
the requirements calling for high degree of vacuum, such as
demanded for the condensing system of steam turbines, etc.
The machine is very compact, substantial and simple, and con-
sists of but one air cylinder and one steam cylinder, both being
double-acting. The suction and discharge valves of the air
cylinder are positively operated by means of eccentrics, and
f^sforv at fine/ of Strohe. piston a+ Wid 3trohe
SKETCH, SHOWING THE OPERATING PRINCIPLE OF ROTATIVE
DRY VACUUM PUMP CYLINDER, WITH POPPET
DISCHARGE VALVES
the speed of the machine is only limited by the conditions that
usually exist with ordinary engines. As no water is admitted
to the interior of the air cylinder, no difficulty is encountered
in securing high rotative speed. Manufacturers of rotative dry-
HORIZONTAL ROTATIVE DRY VACUUM PUMP
vacuum pumps who employ the ordinary suction and delivery
valves (necessitating water to be injected into the air cylin-
ders to keep them cool and to seal the valves) require such
pumps to run at a slow rate of speed to permit the water to
be safely discharged as the pistons approach the end of each
stroke.
The details of the air cylinder of this dry vacuum pump are
as follows : The main slide valve controls the suction and is
a balanced valve similar in construction to the steam valve.
The discharge valve, which is made in two parts, rides on top
of a balancing plate of the main slide valve referred to; these
parts are adjustable by means of an outside hand wheel, so as
to open and close the discharge at any position of the piston
— from half to full stroke — depending upon the amount of air
bandied and the vacuum desired to be maintained. There are
also several small poppet relief valves located on the back of
the balancing plate, which automatically open and discharge
at any portion of the stroke when the pressure in the air cyl-
inder becomes greater than that of the atmosphere. These
poppet valves, therefore, prevent any excessive pressure in case
of a large in-rush of air, as might occur in case of unusual
leakage or a break-down in the condenser or suction pipes.
The suction valve, being mechanically moved, opens promptly,
and therefore offers no obstruction to the entrance of vapors
to overcome the tension of suction valve springs, as in the or-
dinary type of vacuum pump. An equalizing port formed by
the suction valve and the balancing plate connects the two ends
of the air cylinder at the instant of the reversal of the piston.
The result is that the vapors collected in the clearance space
in front of the piston, at atmospheric pressure, immediately
pass back into the vacuum space at the rear of the piston ; the
pressure on the two sides of the air piston, being thus equal-
ized, is reduced very nearly to that in the suction pipe, so that
when the piston begins to make its return stroke, instead of the
clearance space being filled with vapor at atmospheric pressure
(which would expand and prevent the immediate production
of a complete vacuum), work begins at once, consequently the
CONDENSER USED FOR 2000-KW TURBINE
full displacement of the piston is effective at each stroke.
In combination with the reciprocating engine display of
Westinghouse, Church, Kerr & Company, the International
Pump Company will show two 40-in. elevated jet condensers,
equipped with air coolers to cool and dry the air on its way
from the condenser cone to three rotative dry-vacuum pumps,
two horizontal and one vertical. Four cooling towers are used
in connection with the elevated jet condensers. Tbe water
will be circulated by three 24-in. single stage turbine pumps.
The capacity of this plant will be about 15,000 hp.
The company has also finished three 35,000 gallon Worth-
ington 36-in. single-stage turbine pumps for the grand cascade.
Other apparatus used includes fourteen 1000-gallon fire pumps;
a 500-gallon multi-stage turbine pump; four 12-in. centrifugal
sewage pumps, and a 2000 sq. ft. Worthington surface con-
denser, vertical twin Blake steam air pump and volute circu-
lating pump for a 1000-hp Willans engine.
The International Steam Pump Company is represented in
England by the Worthington Pump Company, Limited, of
London, which also manufactures the former company's ap-
paratus mentioned in this description.
78
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
NEW TRUCKS FOR THE NORTHWESTERN ELEVATED
The accompanying illustration is from a photograph of the
seventy new trucks for the Northwestern Elevated Railroad
Company, of Chicago, built by the St. Louis Car Company, to
TRUCK USED ON NORTHWESTERN ELEVATED RAILWAY,
OF CHICAGO
go under car bodies which are also being built by the same
company. This is to be known as the St. Louis Car Company
No. 50 truck. It is of the so-called M. C. B. type. Among the
special features of this truck are the method of hanging the
brake-shoes at the ends of the truck frame, and the outside
brake rods. These features were, of course, introduced to se-
cure a maximum amount of room for the motors without the
interference of the brake rods.
♦♦♦
SWITCHBOARDS EXHIBITED AT ST. LOUIS
The D. & W. Fuse Company, of Providence, R. I., has on
exhibition in the Western Electric Company's headquarters at
I he Louisiana Purchase Exposition, the two sample boards
TWO SWITCHBOARD PANELS AT ST. LOUIS EXPOSITION
shown in the accompanying illustrations. One panel contains
a number of open porcelain cut-outs, with cartridge fuses
mounted upon them, and the second exhibits cut-outs enclosed
in iron bodies. In the latter is included the iron fuse box for
electric car service. This cut-out has heavy contact jaws,
into which a large fuse cartridge is pushed, giving a contact
similar to a knife switch. Many other fuses suitable for car
lighting circuits, as well as regular lighting circuits, are
shown.
NEW CARS FOR THE OREGON WATER POWER & RAILWAY
COMPANY
The eight interurban cars lately delivered to the Oregon
Water Power & Railway Company, of Portland, Ore., by the
J. G. Brill Company, have a number of interesting points. The
trailer cars are provided with means of access from one car
to another, and the motor cars are vestibuled at both ends.
MOTOR CAR ON OREGON WATER-POWER & RAILWAY
COMPANY'S LINES
They are intended to be operated in trains of three cars. The
platforms are flush with the car floors and constructed with
extra heavy draft timbers fitted with channel-iron draw bars.
Both styles of cars have the semi-convertible window system
TYPE OF TRAIL CAR USED IN PORTLAND, ORE.
of the builder. The illustrations show that the sashes may be
held at different heights, admitting as little or as much air as
is desirable. Arm rests are placed on the window sills, as the
CAR INTERIOR, SHOWING SEATING ARRANGEMENT AND
POSITIONS OF SASHES
height from floor to top of sill is but 24^ ins. — too low to be
reached by the elbows of adult passengers.
The interior illustration gives a good idea of the bright and
attractive appearance afforded by the large windows, both open
July 9, 1904.]
STREET RAILWAY JOURNAL.
79
and closed. It will also be noticed that the aisle is wide enough
for persons to pass comfortably ; the width is 22 ins. and the
seats are 36 ins. long, and yet the width over the posts is but
8 ft. 2 ins.
The general dimensions of the vestibuled cars are as follows:
Length over end panels, 30 ft. 8 ins., and over vestibules, 40
ft. 1 in. ; length of platforms, 4 ft. 8j/j ins. ; width over sills, 7
ft. 10^2 ins. ; and over posts at belt, 8 ft. 2 ins. ; sweep of posts,
1^4 ins.; the side sills are 4 ins. x 7% ins., with 12-in x J^-in.
plates on the inside ; end sills, 5% ins. x 6% ins. ; thickness of
corner posts, 3^4 ins., and side posts, 3*4 ins. The trailers
are 38.8 ins. over the end panels, and 46 ft. 8 in. over the crown
pieces. The plattorms are 4 ft. from end panels over crown
pieces. These cars have under trusses, with double truss
needle beams.
The cars are mounted on Brill 27-E-1 trucks, with 6- ft. wheel
base, 33-in. wheels, and the motor cars are equipped with four
motors of 50-hp capacity each. The cars are to be run on fast
schedules and are capable of sixty miles an hour. The railway
company's lines are nearly all over private right of way. The
main line of the system traverses the valley of the Williamette
River between Portland and Oregon City.
»>♦
ment shows at a glance the comparative efficiencies of the
blocks, and is of particular interest to any engineer.
Yale & Towne triplex blocks have also been used largely for
installing many of the heaviest machines at the Exposition.
TRENTON & NEW BRUNSWICK RAILROAD GIVES OUTING
TO NEWSPAPER MEN
THE YALE & TOWNE CHAIN BLOCK EXHIBIT AT THE
LOUISIANA PURCHASE EXHIBITION
The Yale & Towne Manufacturing Company has spared no
pains to make its exhibit interesting to the casual man, as well
The Trenton & New Brunswick Railroad gave the news-
paper men of Trenton and New Brunswick their second an-
nual outing on Saturday evening, June 25. The affair was in
charge of Herbert E. Reed, the new superintendent, who re-
cently came to Trenton from Easton, Pa., where he was in
charge of the Northampton Traction Company's lines. Thirty-
one sat down to the banquet, which was served at New Bruns-
wick. A resolution was adopted, signed and forwarded to
the company's Philadelphia office regretting the non-appear-
ance of any of the executive officers, and extending the thanks
of the assemblage. Another resolution was adopted and for-
warded to former Superintendent E. T. Wagenhals, who was
in charge of last year's outing, but who, as vice-president of
the Wagenhals Construction Company, with headquarters at
Winchester, Ind., is now constructing a new line. This reso-
lution expressed the wish that he were present, and also wished
him success in his new field of labor. The Trenton & New
Brunswick Company is one of the few electric railway com-
panies in the United States that have come to realize the value
of a liberal policy as regards the newspapers. As a result,
stories about the company that appear in the
papers can be relied on, for the company never
fails to give the facts in so far as they are not
positively detrimental to its interests. Through
liberal advertising and its policy of publicity,
the company may be said to have gained much
traffic. Last year, basing the figures upon the
earnings, without complete terminals, and with
but ten scheduled daily trips for four months,
the company carried more than 100,000 passen-
gers a greater distance than 25 miles, aside from
the local travel. This year, with practically a
half-hour service and through cars to Jersey
City, it would be impossible even to approxi-
mate the traffic figures.
YALE & TOWNE CHAIN BLOCK EXHIBIT IN MACHINERY HALL
as to the engineering student, and it is attracting considerable
attention. The company shows blocks of all three types and
from one-eighth ton to twenty tons capacity, but the most in-
teresting part of its exhibit is the moving hoists. The new
electric hoist is shown in operation, and also one each of its
triplex, duplex and differential blocks operated by electric mo-
tors for the purpose of showing their relative efficiency. Each
block is supplied with a looo-lb. weight, and so arranged that
equal power is applied to each. The result is that the triplex
block lifts its load much quicker than the others, while at the
same time the ammeters show equal power applied to each
block. The mechanism is automatic, so that when the triplex
weight arrives at the top all three blocks reverse their motion
and lower the weights until they reach the floor, when they
again automatically reverse and begin to hoist. The arrange-
CURRENT COLLECTION ON HIGH-SPEED ELEC-
TRIC RAILWAYS
At a recent meeting of the Elektrotechnischer
Vereins, held in Berlin, Dr. W. Reichel, of the
Siemens-Schuckert Company, gave an interest-
Trip l.on October Gtli.1903
Yolt
11000
'.100O
2000 Amp.
1600- 100
K.W.
21001
1200 K.M. 120
I pur
800 300; 30
400 160
0 120
in -
set-
as
0.2
0.1
0
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r
T.
It
e_
nn Car
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Car
r
Z
T
/
-Cu
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-1
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K
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11
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■1
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Curve
\\ ,
Ai'i
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at
k
n
10 11 12 43 U 15 10 17 IS 0J40'
Marlenfelde >- Minutes Zossen
Street Itjj. Journal
ZOSSEN CURVES, AT 201KM PER HOUR
ing lecture relative to the Siemens-Halske apparatus used in the
Marienfclde-Zossen high-speed tests, and lie presented the
8o
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
accompanying performance curves, obtained on the first,
third and fourth trial trips. The early part of the dis-
course was given over to the comparison of the amount
of power required by electrically-operated elevated trains
and high-speed trunk line trains. It was shown that a
four-car elevated train, weighing 90 tons, and having an ac-
celeration of .65 m to .7 m (2.1 ft. to 2.3 ft.) per second, would
require during the starting 500 kw to 600 kw, while a 250-ton
Trip 4.011 October 23rd.l903
38 39 10 10 11
Marlenfelde
Street Ru. Journal
ZOSSEN CURVES, AT 207 KM PER HOUR
train consisting of one motor car and four trailers running at
150 km to 200 km (90 miles to 120 miles) an hour, would re-
quire during the acceleration period 2000 kw to 3000 kw; that
is, 2000 amps, to 3000 amps, at 1000 volts, direct-current. At
this comparatively low voltage the current collector would, of
course, have to be very heavy.
The recognition of this difficulty in operating high-speed
lines by direct-current, led Wilhelm von Siemens to suggest, in
Trip 3 on November 25-1903.
107 8
Marienfelde
ZOSSEN CURVES, AT 210 KM PER HOUR
11 10 20
Zossen
. Journal
1897, the use of high-tension alternating current. Following
the Siemens-Halske Company's experiments at Lichterfelde in
1897, a high-tension three-phase equipment was built for the
Marienfelde-Zossen tests, which began in 1901. As is well
known, the early trials proved the electrical apparatus to an-
swer all requirements, but it was found necessary to strengthen
the roadbed.
In 1903 the experiments were renewed, beginning with speeds
of 145 km (87 miles) and finally reaching 210 km (126 miles)
per hour. When the car attained a speed of 175 km (105 miles)
per hour, it was found that the weight and lack of elasticity of
the current collectors induced considerable swaying of the
power wires, causing serious interruption in the collection of
current. Several changes were therefore made in the design
of these collectors, so that it became possible to collect as much
as 2500 kw, although the pressure of the current collectors on
the line was only 2.5 kg to 3 kg (5 lbs. to 6 lbs.)
In conclusion, Dr. Reichel stated that he felt convinced that
the sliding type of current collector was far superior to any
form of rolling contact ; that where trolley wheels are used the
pressure of the wheel against the wire is often as much as 20
kg to 25 kg (40 lbs. to 50 lbs.), even at speeds not exceeding
75 km (45 miles) per hour, and that on interurban lines the
life of the trolley wheel was hardly one-third of what it would
be in ordinary city service.
STREET AND ELEVATED RAILWAY MILEAGE, CARS AND
CAPITALIZATION OF THE UNITED STATES
AND CANADA
The accompanying table shows the mileage, number of cars
and capitalization of the street railway companies in the United
States and Canada for the year 1903, and has been compiled
from the 1904 edition of "American Street Railway Invest-
ments." The reports in "American Street Railway Invest-
ments" are, in the main, for the year ending Dec. 31, so that
the figures given in the table for 1902 and 1903 may fairly be
said to represent the condition of the industry at the end of
each calendar year. Similar tables have been published in this
paper annually for several years back, but statistics for the
cable and steam motive powers have been given separately. In
view of the rapid disappearance of both motive powers for
street railway work, it has been considered better to unite them
this year. In this column it will be seen that outside of New'
York, Illinois and Missouri, the use of these outside motive
powers are confined largely to the Pacific Coast. The New
York figures are made up almost entirely of the steam equip-
ment of the Brooklyn elevated railways, which is now disap-
pearing. Illinois still reports a considerable number of cable
cars, owing to the continued use of the cable in Chicago, but
there has been a decrease in Colorado, Washington and Cali-
fornia.
The capital liabilities for the United States have increased
slightly less than 10 per cent, whereas in Canada they have in-
creased slightly more than 20 per cent. The principal increases
in the United States are in New York, Pennsylvania, Ohio,
Indiana, Illinois, Colorado, Washington and California. These
increases have been due both to the formation of large holding
companies in a few cities in each State, and also to new enter-
prises.
Under "electric railways" a new classification was adopted
by providing a column for service cars, in which are included
mail cars, tower cars, snow plows, freight cars, and, in fact,
all cars outside of passenger cars used in the operation or con-
struction of a line, but this column does not include vehicles
which do not run upon the track. In previous years no special
effort was made to secure statistics of these cars, but when
reported they were grouped with the trail cars.
In a few cases, where reliable reports could no., be obtained
of the capital stock and funded debt of the companies, esti-
mates have been made based upon the known physical property
of the separate companies. As the roads so not reporting were
very small, however, both in number and importance, the esti-
mates, it is thought, do not vitally affect the accuracy of the
table. More important estimates had to be made of the out-
standing capital stock and funded debt in cases where holding
or leasing companies owned portions of the outstanding obliga-
tions and capital of sub-operating companies. These esti-
mates were required, as many of the holding companies do not
report the proportion of the capitalization of sub-companies
controlled by them.
[Supplement to
STREET RAILWAY JOURNAL.
July 9. 1904]
STREET AND ELEVATED RAILWAY MILEAGE, CARS AND CAPITALIZATION IN UNITED STATES AND CANADA.
COMPILED FROM THE STATISTICS OF THE VARIOUS PROPERTIES CONTAINED IN "AMERICAN STREET RAILWAY INVESTMENTS." EDITION OF 1904.
New England Stales.
Maine
New Hampshire
Vermont
Massachusetts
Rhode Island
Connecticut
Total
Eastern Stales.
New York
New Jersey
Pennsylvania .
Delaware
District of Columbia.
Maryland
Virginia
West Virginia.
Total
Southern States.
North Carolina
South Carolina
Georgia
Florida
Alabama
Mississippi
Tennessee
Louisiana
Arkansas
Total
Western States.
North Dakota
Nebraska
Kansas
Indian Territory
Oklahoma
Texas
Colorado
Montana
Idaho
Utah
Washington
Oregon
California
Arizona
Total
ELECTRIC RAILWAYS
3,175
1,025
3,342
1,199
2, SSI
1,020
1,741
4.4H9
1,097
26,592 29,212
U
10
3,882
110,09]
2,305
CABLE AND STEAM RAILWAYS.
HORSE RAILWAYS
TOTAL RAILWAYS.
3,324
29,830
5,031
70, 1 SO
CAPITAL STUCK.
85,055,050
14,725,000
23,851,2-10
3o0.15S.298
85.252,300
200,484 280
4,020.000
211,005,000
16,823,30(5
22,5
1,260
■1,053,000
10,730, J
1,000,0
8,475,0
885,5
B,632,0
32,538,0
1,200 0
10,200,^00
2.005,000
212,600
100,000
1 4,024.500
11,31
,,oun
1,395,000
54,000
3,-100,000
10,880,100
4,807,000
00,421.750
77,600
;r.,o.si.8i3
0,904,900
2,800,10(1
88,708,7! 8
17,725,000
27.887,890
149.10S, -121
32-1,490,117
811,089,100
224,518,820
4,900,000
29,005,000
10,908,300
20,409,50(1
0,530,500
30.920.0Do
174,010,550
48.L05.90ii
9,781,900
17,791,500
108,807,916
25,591,495
10,530,000
09,125,100
571,070,355
2,348,100
2.718,000
19,441,000
2. 1 00,00(1
11,075.9011
1.925,00'i
9.074,500
30,092,80(1
2.970,000
s9,hii,:J(iu
200,000
10,5X7,500
2,005,000
212,500
220.000
15,807.500
17.050.000
1,095,013
404,000
6 400,000
24.001.100
4,888,000
S0.5l0.4U0
277,800
171,719,413
#781,738
1.990,0(10
975,100
3.053,008
3,0(10.0110
4,030.050
13,840,156
85,000
3,883.250
1,877.500
5.861.6
20,-19,5
19,4.10,0
1,391,0
2, 5, -,2.0
3,010.2
532.500
700. OOO
2.7111,000
800,000
2 000,900
1,039.500
42,500
41164,800
1,770.000
14,410,800
60.000
1.183,000
0 315 000
300,613
350,000
3.(11111 000
7,292,(100
81,000
17.138,050
200,300
36,507,563
178.058,138
FUNDED DEBT.
f5.li)-:. (Km
10,1)43,51 10
1,460,000
40.058,(1(111
18,702. -.lid
10,751,0(10
92 473,1100
280.109.782
73.733,00(1
151,103,901
3,505,000
20,220,350
52,2-51,095
25,7118,001)
4,080,000
010,780,791
3.77;: 1100
s, 592, 500
1,701.511(1
i.oo|,3o0
3,818.05(1
9,010,1^5(1
3,SM,(H>[|
1,123,000
1.1,379,001.1
1,37.5,0
3.113-5.0
14.072,5
1.532,0
7,663.0
7,450,000
1,695,000
191,000
100,000
9,850,000
9,564,000
1,196,500
10,909,00(1
9,978,000
72,309,000
61,500
121,527,000
1,272,209,491
17.546.25S
&. 901, 000
11,350,500
2,108,000
43,744.000
19,300,200
20,222,000
102,805,700
298 220,0
71,13(1.(1
15:;, 177, 5
9,7
9,000
12,250
107,724,000
15,895.000
9.313.500
93,443,300
433,019,450
2,732,500
3,150.000
I'l. 793, 000
2.009,000
9,109,000
1,408,000
9,708,025
30,880,000
2,070,000
78,220,125
210,000
7,875.000
1,885,000
191.000
220,000
11,979.000
15,8
i.000
1,200,000
2.870]666
15,690,000
9,978.000
78,042,000
120,000
146,062,000
1,401,664,048
25,147,658
|5.-.3.
1. 307.OO0
718,000
>.110,27i
1.103,o9H
2. 1113, 595
3. 109, Dim
8,701,000
16,61
1,600
Hi,487,".UO
1,162,000
3,214,200
8.113,350
2,014,000
490,500
7,064,300
57,836,450
1,357,500
415,000
2,720,500
637,000
1,446,000
728,000
1,008.025
5,437,800
670,000
14,920,42-5
210,000
425,000
290,000
60.666
2,129,000
0,238,00(1
129,394,557
7,601,300
CAPITAL LIABILITIES.
$9,705,0
14.958,4
3,275,0
125,713.0
33,487,5
lo.002,2
580,208,080
158,986,300
351,648.2-50
7,615,000
49,831,350
09,075,001
48,294,250
8,742,000
1,280,309.231
07.841.4
232,-153.5
00,877,4
3,190,600
5,047.000
30,808,900
3,138,000
10,133,000
1,565,500
17,732,000
57,980,200
2,600,000
138,200,200
17 650,500
4,260,000
403,500
320,000
24.474,600
20,809.000
2,591,500
54,000
4,063,000
27,798,100
14,786,000
141,780,760
139,000
259,738,850
!,794, 338,251
132,152,718
37.085,200
-18,109,890
377,696,385
11,874,000
49,872,450
70,025,000
54,999.314
12,959.600
82.394,000
270,092,050
90.794,900
19.548,200
34,823,766
270,531.910
41.480.495
25.849,500
162,563,400
1.004,989,811
5.030,000
G, 168*. 000
30,234,000
4,535,000
20,184,900
3,333,000
19,388,125
07,572.800
5.040,000
107,531,425
470,000
18,462,500
4,550,000
403,500
440,000
27,786.500
33,452,000
2,895 613
404.000
9,270,000
39,781,100
14,866,000
164,602,400
397,800
317,781,413
yl.337.73S
3,-97,00(1
1,693,100
0.739,001
3,597.700
7,507,650
24.172,850
30.454.o97
1,939.950
20,048,135
4,349,000
41,100
949.999
0,705,004
4,217.600
30,704,945
14,552,001)
37,139,100
29,9l7,50o
2,553,000
5,700,200
11,723.600
2,419,000
1,788,500
9.691,000
115,801,106
4,016,9
1,707,5
1,651.1
9,592,0
2,440,0
New England States.
Maine
New Hampshire
Vermont
- Massachusetts
Rhode Island
-. Connecticut
Total
Eastern States.
New York
- New Jersey
Pennsylvania
Delaware
.District of Columbia
Maryland
West Virginia
Total
Michigan
Ohio
Indiana
Kentucky
Wisconsin
Illinois
Minnesota
Missouri
Total
Southern Stales
... North Carolina
South Carolina
Georgia
Florida
Alabama
Mississippi
Tennessee
Louisiana
Arkansas
Total
Western States.
North Dakota
Nebraska
. .. - Kansas
Indian Territory
Oklahoma
Texas
Colorado
Montana
!!""!!!!!!!".. .Utah
Washington
Oregon
California
. . . — Arizona
Total
United States
* Includes service c
1
July 9, 1904.]
STREET RAILWAY JOURNAL.
81
FINANCIAL INTELLIGENCE
Wall Street, July 9, 1904.
The Money Market
The money market has given another proof of its extremely easy
state in the unconcerned way with which it handled the half-yearly
corporation settlements. Although the demands for this purpose
came at the time when Wall Street was arranging its loans for a
three days' holiday, there was scarcely a stir in money rates to
indicate that anything unusual was taking place. Call money on the
first day of July did not get above il/x per cent, and all renewals
were made at this or even a slightly lower figure. The report of the
national banks under the recent call of the Controller was interest-
ing for one fact of great importance which it brought to light. It
showed that the deposits of outside institutions (that is, trust com-
panies. States banks, banks with a Federal charter, but not located
at the reserve centers) carried with the central reserve banks have
increased during the year almost as much as the loans of the entire
country. The significance of this lies in its bearing on the ques-
tion whether there has been any great credit inflation within the
last twelve months. It appears to prove a negative ; that is to say, it
shows that while the larger banks have been increasing their
credits, other institutions have been reducing theirs, preferring to
keep their funds on deposit to putting them out at unremunerative
rates of interest. The conclusion naturally follows that were
money to harden at all in the autumn, these outside lenders would
reappear in the market and assume a good part of the loans now
being carried by the central banks, causing the loan account of the
latter to decrease. There is little to say by way of comment on the
other features of the immediate money situation. They remain
substantially unchanged from a fortnight ago. The New York sur-
plus reserve has been slightly reduced because of an excess of loan
expansion over addition to cash held in reserve. But the decrease is
of no consequence whatsoever. Currency continues to pour in from
the interior of the country in undiminished and, for the season, in
almost unprecedented volume. Sterling exchange shows no in-
clination to move any nearer the gold-shipping point. Conse-
quently, the only outlet to these fresh accessions to the cash
supply, lies in an extension of banking credits. The plethoric
condition is best illustrated by the unwillingness of borrowers to
bid more than 3 per cent for loans running over the first of next
year.
The Stock Jlarket
Two circumstances have cast their influence powerfully upon the
movement of prices during the last two weeks. The first is the
probability, which events have developed into a virtual certainty,
that there will be no cause of disturbance to business from the
Democratic nominations about to be made this week. The second
and more important is the excellent reports which are coming in
from the harvest regions. The July government estimates on cotton
are particularly worthy of note, revealing an advance from 83 to 88
per cent in the condition of the crop during June on the largest
area ever under cultivation. What this means, of course, is that it
will take some extraordinary accident in the three months interven-
ing before picking time, to prevent the greatest yield of cotton the
country has ever known. The first definite statistics on the corn
crop are due on Monday next, when the agricultural bureau will
give out its calculations on the condition and acreage, as of the
first of July. In the meantime the most trustworthy information is
that a record area has been seeded to corn this season, and that
while the plant is rather backward and in many localities not up
to the standard of growth, its average position is very satsfactory.
On the strength of the promising crop outlook and the clearing
political situation, the upward tendency previously observed on the
Stock Exchange has become more distinct, and some rather heavy
buying has started in the leading railway issues. A sustained bull
movement is hardly expected yet awhile, but what has happened,
and what is happening, all bears out the analysis of the Wall
Street condition as one where recovery has set in slowly but
surely and is likely to make steady progress.
A violent rise in Metropolitan Street Railway and Metropolitan
Securities issues at the close of last week still awaits some satis-
factory explanation. Opinion is divided as to whether it was
merely a bold demonstration against a weak short interest or
whether there has not been recently heavy accumulation of the
stocks in anticipation of some announcement which will add ma-
terially to the value of Metropolitan as an investment. Both Man-
hattan and Brooklyn Rapid Transit sold at the highest prices of the
present upward swing, but their rise seemed to be wholly sym-
pathetic with the pyrotechnics in the Metropolitan market.
Philadelphia
Advances in the investment and semi-investment group of trac-
tion stocks have been the main characteristic in the two weeks'
Philadelphia dealings. Philadelphia Traction is up from 96^ to
98 — the highest reached in a long while past. Union Traction has
risen steadily from 50M2 to 52, which also is the high mark for the
season. Nothing, save the improvement in the general investment
demand, appears to explain the gains in these stocks. In the usual
speculative favorites trading has been comparatively light.
Price variations have likewise been exceedingly limited. Phil-
adelphia Company common has not sold below 38^4, nor above
39iHs, ending for the period under review at the higher quotation.
Philadelphia Electric has fluctuated between 6 and 63-16, the
stories industriously circulated of an alliance with the Electric
Company of America failing to have any effect. American Rail-
ways did not go above the top price — 46 — of two weeks ago ; the
stock reacted slightly, 160 shares selling at 45^4. Only 45 shares
of Rapid Transit sold, altogether, at 12. Five hundred Consoli-
dated of New Jersey sold on an advance from 67% to 68I/4, after
which, with the dividend off its price, the stock changed hands at
675^. Seventy shares of Scranton Railway common sold at 17^2,
an advance of 5}4 points from the last previous sale. Sixty shares
of the preferred went at 40. Easton Consolidated Electric sold at
11 for a small lot, after which 500 shares were dealt in at 10. Other
minor transactions included Union Passenger Railway (5 shares)
at 240, West Philadelphia Passenger (50 shares) at 247^, and
United Railways of San Francisco preferred at 47.
Chicago
Prices, as a rule, have worked lower in the Chicago market.
Securities of the elevated companies have been affected adversely
by the ordinance calling for a universal transfer system which, it
is feared, may be forced upon the roads. Metropolitan Elevated
preferred on scattered transactions of a few hundred shares melted
away from 57 to 52. The common sold down 2 points to 19. Ten
shares of Northwestern common went at 17. South Side at 91, and
Lake Street at 3^ to 2sVa were comparatively steady, but the weak-
ness of the other elevated stocks was the most important incident
of the fortnight. The transfer proposal will be brought up before
the Council again at its next meet, and will be fought by the
railroad companies. It has been rumored, however, that the road?
might make the concession if they were given the right to extend
their platforms. Franchise negotiations between the city and the
Union Traction Company have been broken off abruptly, because
the company refuses to accept the city's commutation plan. There
have been virtually no dealings in the surface line issues during
the past fortnight. Five shares of North Chicago sold at 70, or 10
points down from the high of a month ago. Later 72 was paid for
10 shares. West Chicago sold between 45 and 4554, for a few odd
lots.
Other Traction Securities
The Boston Traction specialties have been inclined to sell off in
the recent trading. Elevated shares were offered down from 151^2
to 149, bringing out some stock. Cessation of the recent invest-
ment buying is evidently what this decline reflected. Massachu-
setts Electric common rose from 19^? to 20^4. and then fell back to
1834. The preferred, selling "ex" dividend advanced from 71 to
7354. reacted to 72 and rallied to 73. West End common gained
a point from 90^ to g\V2, but quickly eased off to 91. The pre-
ferred "ex" dividend advanced from 109 to 110*4. In Baltimore
trading in the usually active issues was very light. There were no
sales of United Railways stock. Several small lots of the income
bonds were taken between 42 and 43 \\. The general 4s were
bought more freely between 90 and 90^. Other trading for the
fortnight comprised Baltimore Traction 5s at 113%, City and Su-
burban (Washington) 5s at gSY. Augusta Street Railway 5s at
iooT4, Wilmington (North Carolina) 5s at 100, and Pittsburg
Traction 5s at 113^. On the New York curb Interborough Rapid
Transit was again the feature. In the week ending last Satur-
day week, it advanced from ti8 to 121 on sales of 1450 shares.
Last week it rose to 123 with 3800 shares changing hands, and
82
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
yesterday it made still another high record — 125 — on sales of 1770
shares. Ninety shares of New Orleans common went at 9^ to 9^,
100 St. Louis Transit at 13^ and 100 at 13. Not quite 100 shares
of Brooklyn City Railway were dealt in at 232, and Nassau bonds
in the same group were very strong, advancing from 83^ to 84J/2.
One lot of Chesapeake Traction 5s sold at 101.
Security Quotations
The following table shows the present bid quotations for the
leading traction stock, and the active bonds, as compared with
last week:
Closing Bid
June 21 July 5
American Railways 44% 45%
Aurora, Elgin & Chicago al4 al4
Boston Elevated 150 148
Brooklyn Rapid Transit 48% 49%
Chicago City al75 al68
Chicago Union Traction (common) — 4%
Chicago Union Traction (preferred) a30 a30
Cleveland Electric 69 70
Consolidated Traction of New Jersey 67 *671/4
Consolidated Traction of New Jersey 5s 105% 106%
Detroit United 60% 61
Interborough Rapid Transit 118% 124%
Lake Shore Electric (preferred) — —
Lake Street Elevated — 3%
Manhattan Railway 148% 149%
Massachusetts Electric Cos. (common) 18 19%
Massachusetts Electric Cos. (preferred) 70% *72
Metropolitan Elevated, Chicago (common) 18% 18%
Metropolitan Elevated, Chicago (preferred) 55 52
Metropolitan Street 110% 115
Metropolitan Securities 76% 84
New Orleans Railways (common) 9 9
New Orleans Railways (preferred) 27% 29
New Orleans Ralways, 4%s 74 74
North American 85% 86%
Northern Ohio Traction & Light 13 1314
Philadelphia Company (common) 38% 38%
Philadelphia Rapid Transit 11% W%
Philadelphia Traction 96% 9g
St. Louis (common) 13 12%
South Side Elevated (Chicago) 90% 90%
Third Avenue 119 i2iy2
Twin City, Minneapolis (common) 94 94y2
Union Traction (Philadelphia) 50% 51%
United Railways, St. Louis (preferred) 56% 56%
West End (common) $0% 90%
West End (preferred) 109 -t-ig
a Asked.
Iron and Steel
The past week, having been pretty largely a holiday period, has
developed little that is new in the iron situation. A better feel-
ing undoubtedly exists so far as the future is concerned, but ac-
tual conditions are scarcely changed from what they have been
(luring the last two months. Business is very dull, and prices
are still being shaded in various lines. The "Iron Age" records
the fact that with a capacity of 3,500,000 tons, the rail mills have
booked 1,500,000 tons of orders thus far this year, including
orders carried over from 1903. This is encouraging, inasmuch
as it indicates that if the rail trade were to pick up at all during
the next six months, the mills would have more than enough to
do. Quotations are as follows: Bessemer pig iron $12.65, Bes-
semer steel $23, steel rails $28.
fletals.
Quotations for the leading metals are as follows: Copper 12^
and 12' :> cents, tin 26 cents, lead 4% cents, and spelter 413-16
cents.
ELECTRICITY ON THE DERBY LINE OF THE NEW HAVEN
-NEW TERMINAL STATION IN NEW HAVEN
The announcement is made that the next step in the develop-
ment of the plans of the New York, New Haven & Hartford
Railroad Company for electrical equipment will be the operation
of the Derby branch by electricity and the construction of a large
power house in New Haven. It is possible that water power in
Windham County, where under the charter of the new Consoli-
dated Railway Company, the New Haven road has peculiar water
privileges, will be developed for this purpose. The Derby cars
will be run by the overhead trolley system rather than by the
third rail, as President Mellen is said to consider the former
preferable.
The plans for the construction of the new depot in New Haven
have recently been altered by the company. These plans were
tentatively drawn some time ago, and they have now been
changed to accord to the new conditions made by the purchase
by the steam road of the local electric railway lines. In the
changes of the architectural plans the new depot, which is to be
located in Union Avenue, between the present depot and the
office building, will be a trolley as well as a steam depot. Trolley
cars will run into it, in shelter, and it will be possible for steam
passengers to step from the New York road, for instance, on to
a trolley car that will carry them to Whitney Avenue. Cars of
the Derby branch when equipped with electricity will run into the
new station and through it to Chapel Street, whence they will
run over the present New Haven-Derby trolley line back to
Derby. It will thus be a loop line. The new station is to cost
$1,000,000 and the improvement in the railroad cut here will cost
another $1,000,000. Work on both will be begun next spring.
President Mellen is credited with the statement that within ten
years a speed of 75 miles an hour can be made by cars of the New
York. New Haven & Hartford Railroad, between Boston and
New York by means of electricity, and the rapid development
of his plans for the utilization of the trolley is believed to fore-
cast the the carrying out of his prediction. The general expecta-
tion seems to be that announcement of the purchase of additional
trolley lines is likely to be made very soon.
■
IMPORTANT TRANSFER DECISION FOR LOS ANGELES
Judge N. P. Conrey, of the Superior Court of Los Angeles
County, has handed down an important decision, in a legal fight
inaugurated by private citizens, wherein he grants a writ of man-
date for the issuance of transfers between the Pacific Electric
Railway Company and the Los Angeles Railway Company on East
Ninth Street. When the East Ninth Street line was acquired by
the Pacific Electric Railway Company, Jan. 1, 1904, the previous
rule of giving transfers to other lines of the Los Angeles Rail-
way Company was suddenly dispensed with. Then it was that the
citizens of the East Ninth Street section of the city realized that to
get to many parts of the municipality by street car they were com-
pelled by circumstances to pay two fares. Finally, the courts were
resorted to.
It is announced that immediate appeal will be taken to the
Supreme Court, by the railways, from Judge Conrey's opinion,
which follows :
D. S. Reynolds vs. Pacific Electric Railway Company and Los Angeles Rail-
way Company:
Petition for writ of mandate to compel defendants to issue and receive trans-
fers on East Ninth Street and all intersecting lines of street railway owned or
operated by said corporations.
The evidence does not sustain the petitioner's claim that one of the de-
fendants controls the other defendant. As business corporations, it appears
that defendants are separate and independant of each other, although it is
true that they have the same president and their stock is, in large part,
owned by the same individuals.
There is no doubt that, during the four years preceding Jan. 1, 1904, while
the Los Angeles Railway Company owned and operated the East Ninth Street
line and all the intersecting lines, that company was obligated to give and re-
ceive transfers between said lines. This obligation arose out of the terms of
the franchise granted by the city for the construction and operation of said
line on East Ninth Street. After taking into consideration the language of
the franchise ordinance, together with the purpose for which the franchise was
granted and the manner in which the roads were being operated prior to the
preesnt year, and the nature of the rights held and exercised by the de-
fendants, it is my opinion that the burden of giving and receiving such trans-
fers as these here in question has not ceased to accompany the benefits which
the defendants enjoy.
I think that when the Los Angeles Railway Company surrendered to its
co-defendant the possession of East Ninth Street (so far as such possession
existed for street railway purposes) the Pacific Electric Railway Company
received that possession subject to all existing burdens thereof.
It willl be ordered that the writ of mandate issue as prayed for.
ELECTRIC TRACTION FOR BALLARAT, AUSTRALIA
Australian advices state that the Electric Supply Company, of
Victoria, Ltd.. the company which recently purchased the horse-
car line in Ballarat, formerly operated by the Ballarat Tramways
Company, with the intention of installing an electric traction
system in that prosperous Victoria mining center, is seeking the
sanction of the municipal authorities and the Victoria Parliament
to several extensions of the line, all of which will be operated
by electric motive power.
South African advices state that the Cape Electric Tramways
are to be considerably extended. The present system is about 30
miles long. J. E. Lloyd .s general manager of tne company.
The London offices of the concern are at 56 Bishopsgate Street,
Within, E. C,
July 9, 1904.]
STREET RAILWAY JOURNAL.
83
A NEW ELEVATED TRAIN FOR THE BROOKLYN
ELEVATED LINES
An interesting trial trip was made, Friday, July I, upon a newly
equipped elevated train for the Brooklyn Rapid Transit lines, which
marks the inauguration of a new standard of car equipments for this
company. The company has for some time had under way the
work of rebuilding and re-equipping its elevated cars in order to
bring them up to a standard which would be second to none in mat-
ter of modern equipment, safety details, and provisions for the
comfort of passengers. The direct results of this new departure
were for the first time brought to the attention of the public in
this trial, which was given to representatives of the newspapers
and technical press of New York and Brooklyn.
A trial run was made over the "Coney Island Express" route,
which is now operated via the Fifth Avenue Elevated and the old
"Sea Beach" surface lines, in order to give an idea of the remark-
ably high-speed service that is now maintained over this route be-
tween the New York terminal and Coney Island. This run, which is
nearly 11 miles long, is now made in the schedule time of thirty-
four minutes, including three stops. After covering this route in
considerably less than this schedule time, the trial train returned to
the new Thirty-Ninth Street repair shop of the company, recently
equipped for work upon elevated cars, where a complete inspection
was afforded of the new features of the equipment of the cars, in-
cluding the very careful provisions for the fireproofing of all the
wiring, the new Westinghouse unit switch system of control, the
changes in arrangement of the auxiliary equipment under the car,
and the platform and cab changes. From this point the train
was operated via the Culver route to Coney Island, where a brief
inspection was made of the new Culver terminal, which was fully
described in the Street Railway Journal of June 11, 1904.
The return trip to New York was made over the Brighton Beach
route, which connects at Franklin Avenue with the Fulton Street
Elevated line. In this way a very complete inspection of the ele-
vated lines of the company, and the various improvements, was
afforded. An important feature of the trip was the exhibition of a
working model of the turret controller, which was mounted inside
the parlor car and so connected as to operate in conjunction with
the regular control of the train. The operation of the controller
in accelerating, and in changing to the various running positions
was in this way made clear to the observers. The trip was very
pleasantly arranged and was greatly enjoyed. Refreshments were
served and every possible opportunity was given for a careful study
of the new equipment.
This new work was heralded with pleasure by all those interested
in the betterment of city traffic conditons, and the improvement of
suburban service. These improvements were learned of with great
reassurance, in view of the recent marine disaster in New York-
Harbor, which has had the effect of restraining the majority of
pleasureseekers from further indulgence in water trips. The care-
ful provisions for the safety of traveling to the various ocean
pleasure resorts over the elevated lines will do much to restore the
confidence of the public at this critical time, and will be found
of material benefit in urging upon them the greater safety of this
mode of travel.
The visitors upon the trip consisted largely of daily newspaper
representatives from both New York and Brooklyn. The Brooklyn
Rapid Transit Company was represented by E. W. Winter, presi-
dent; J. F. Calderwood, general manager; G. R. Folds, assistant to
general manager; D. S. Smith, general superintendent; R. C. Tay-
lor, mechanical engineer, and W. O. Wood, superintendent of the
elevated division. The Westinghouse interests were ably repre-
sented by J. L. Crouse, who explained the details of the new
unit switch control with which the train was equipped.
TRANSFER DECISION CAUSES TROUBLE IN BROOKLYN
The decision of the Appellate Division of the Supreme Court
in Brooklyn in the transfer suit, noted in the Street Railway
Journal of July 2, resulted in demands from passengers for
transfers all over the city, and was interpreted by some of the
patrons of the lines running to Coney Island to mean that only
a single 5-cent fare could be charged on lines operating to that
place. To protect itself the Brooklyn Rapid Transit Company
on June 30, the end of the fiscal year of the Nassau Electric Rail-
road Company, terminated the lease of that company to the
Brooklyn Heights Railroad Company. Before this was done,
however, the unscrupulous element of the. community made all
the trouble they could for the company by demanding transfers
where they knew the company's rules did not permit conductors
to issue tickets. As a consequence, a number of suits for dam
ages arc likely to follow under the ruling of the court, which says
that a city railway company must give transfers to its leased
lines where any of these leased lines intersect.
The question of the rate of fare to Coney Island was settled by
the court some time ago. The lines of the Brooklyn Rapid
Transit Company to that place are for a part of the route over
private right of way and operated under steam railroad charters,
and the company is by law permitted to charge a fare of 3 cents
per mile. The lines of the Coney Island & Brooklyn Railroad
Company, which also operates to the Island, are, however, on
the public highway. This company charges a 5-cent fare to the
Island on week days, but charges 10 cents on Sundays and holi-
days. As previously stated, the impression spread that only one-
fare could be charged on these lines, and a number of patrons
refused to pay the extra fare. At first offenders were dealt with
leniently, the companies not caring to disturb the peace of their
patrons by forcibly ejecting those who refused to pay the extra
fare. The number of the latter increased so rapidly, however,
that it was finally decided the only way of bringing the people to
a realization of the fact that the law was on the side of the com-
pany was to eject all offenders. As a consequence there were a
number of disturbances over the recent holiday at points where
the extra fare is collected. Both the companies had inspectors
at these points, and all passengers who refused to comply with
the rules of the company were ejected. There certainly is some-
thing wrong with the instrument of justice that makes it possible
for the unscrupulous element of the community completely to
disrupt the organization of a public service corporation and to
inconvenience the great mass of the patrons of that company, and
the public can be counted on soon to discover that in this par-
ticular instance they have been cleverly tricked. The Brooklyn
Eagle beseeches the people not to base too gaudy hopes of wealth
on damage suits, because, as it says, "nothing succeeds long that
is founded on a palpable injustice, and it is an injustice to demand
a quarter of a dollar's worth of travel for 5 cents."
CONTRACTS PENDING FOR EXTENSIVE CUBAN SYSTEM
The Cienfuegos, Palmira & Cruces Railroad & Electric Power
Company, which was organized last fall for the purpose of con-
structing an extensive electric railway system in Southern Cuba,
will award important contracts this month for power house equip-
ment, rails, cars, etc. In the first instance about 40 miles of
road will be built, but it is the intention of the company eventu-
ally to construct and operate some 90 miles of system. The
power house will be located at the Habananilla Falls, which are
situated about 30 miles from Cienfuegos. The available head is
470 ft. The initial capacity of the plant will be 4000 hp. Ulti-
mately the company intends to add further machinery which will
bring the development up to 10,000 hp. The equipment about to
be ordered will include three generators of 1000-kw each, direct
connected to water turbines. About 5 miles of track will be con-
structed in Cienfuegos, one of the most flourishing seaport cities
in Cuba, where at present, however, there are no tramways of
any description. The line will run from Cienfuegos to Caonao,
a suburb of the city, thence to Palmira, Horringuero and Cruces,
thence on to Ranchuelo and from there to Santa Clara, one of
the most important cities in the interior of the island. From the
harbor of Cienfuegos to Caonao there will be a second line built
to carry freight exclusively. Owing to the number of sugar,
coffee and tobacco plantations along the route, the company an-
ticipates conducting a considerable freight business. All the
lines will be standard gage. The Cienfuegos-Caonao section will
be operated on a street franchise, but the balance of the system
will be on a private right of way.
Twelve passenger cars will be ordered, practically immediately.
They will each be 42 ft. long, equipped with four 40-hp motors.
The Cienfuegos-Caonao section is expected to be in operation
inside of twelve months, while the entire Cienfuegos-Santa Clara
line will be ready within eighteen months. The construction of
the Caonao-Los Guaos-Cumanayagua branch is deferred for the
present.
The Cienfuegos, Palmira & Cruces Railroad & Electric Power
Company is composed of Cuban capital principally, though there
is some German money invested in the enterprise. Bruno Diaz,
a large Cuban tobacco exporter, is president of the company.
Cornelius C. Vermeule, of 203 Broadway, New York, is the con-
sulting engineer.
TOLEDO COMPANY APPLIES FOR FRANCHISE EXTENSION
As recently forecasted in these columns, the Toledo Railways &
Light Company has made formal application to the Council for a
twenty-five-year extension of existing franchises. The conditions
of the grant are left for future negotiations of the parties concerned.
It will be necessary to advertise the application for three weeks be-
fore a discussion of the terms to lie entered into can take place.
§4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
PROGRAMME OF THE INTERNATIONAL ELECTRICAL
CONGRESS
The general arrangements and plan of the circular tour for the
reception and entertainment of visiting electrical engineers at-
tending the International Electrical Congress next September
have just been announced. The congress will be held at St.
Louis, Sept. 12-17, in the "Coliseum, at Olive and Thirteenth
Streets. Up to June 22, 1778 persons had signified their desire
to become members of the congress. Of this number 286 were
residents of countries outside the United States and Canada.
The fee for membership in the congress is $5, which may be for-
warded either to the secretary, Dr. A. E. Kennelly, Harvard
University, Cambridge, Mass., or to the treasurer, W. D. Weaver,
114 Liberty Street, New York City.
In connection with the International Electrical Congress a
chamber of delegates will be held, these delegates being ap-
pointed by the various governments, and the proceedings will be
conducted in a manner essentially similar to the meetings of the
chambers of government delegates at the International Electrical
Congresses of Chicago in 1893, and of Paris in 1900. Switzer-
land, Norway, Sweden, India and Mexico have already appointed
delegates to represent their respective governments, and a simi-
lar action is expected to be taken in the near future by the United
States. Great Britain, France, Germany, Austria-Hungary, Bel-
gium, Italy, Denmark, Spain, Portugal, Australia, Japan, China,
Brazil, Chili and Peru.
In view of the large number of European engineers who will
attend the congress, arrangements have been made for circular
tour of the principal cities of the country, in which it is expected
a large number of the foreign visitors will participate. The
party from Great Britain, composed of members of the Institu-
tion of Electrical Engineers, many accompanied by ladies, is
expected to arrive in this country by the White Star steamship
"Republic," reaching Boston Sept. 2. There will also be a large
delegation of the Associazione Elettrotecnica Italiana, with a
number of ladies, which is expected to arrive in New York Aug.
24, and who will proceed to Boston, joining the main party there
on Sept. 3.
In Boston the local reception committee has arranged to take
the visiting engineers on a visit to the power houses in Boston,
to the Massachusetts Institute of Technology and to Harvard
University, where a reception will be held on Saturday, Sept. 3.
After the reception the visitors will leave by train for New York.
On Sunday afternoon, Sept. 4, the visiting electrical engineers,
and all the members of the American Institute of Electrical En-
gineers, will be the guests of Messrs. J. G. White & Company
on a steamboat excursion either up the Hudson or down to
Coney Island, as may be arranged later. On Sept. 5. a visit will
be made to the electrical power stations of New York City. On
the evening of Sept. 5 a reception and dinner will be given by
the American Institute of Electrical Engineers to all the foreign
visitors.
The circular tour, which will be by special train composed of
Pullman drawing room and sleeping cars, will leave New York
on Tuesday, Sept. 6, and the itinerary will be as follows: Sche-
nectady, Sept. 6; Montreal, Sept. 7 and 8; Niagara Falls, Sept. 9:
Chicago, Sept. 10; St. Louis, Sept. 11 to 17; Pittsburg, Sept. 18
and 19: Washington. Sept. 20, and Philadelphia, Sept. 21. In all
the cities the visitors will be met by local committees who. in
addition to entertaining the party, will in many cases provide
special and separate entertainments for the ladies of the party.
The cost of a ticket for the special tour, including railroad fares,
sleeping car berths, hotel accommodation (St. Louis also), meals,
and all necessary expenses from New York following the itine-
rary above outlined and back to New York will be $150. This
rate, however, does not include hotel expenses in New York
City, or the expenses of the Boston trip — previously referred to —
and does not include admission to the grounds of the Louisiana
Purchase Exposition.
All foreign electrical engineers who may visit the United States
in connection with the International Electrical Congress are in-
vited to take part in the circular tour. It is expected, however,
that they shall come properly accredited by the electrical engi-
neering society of which they are members. The foreign visitors
will be accompanied during the circular tour by representatives
of the American Institute of Electrical Engineers, many of whom
will be accompanied by ladies, to act as guides to the visitors.
This representation will include members of Council of the Amer-
ican Institute of Electrical Engineers, of the Council-elect, and
the general reception committee, also committee on organization,
advisory committee, and chairmen and secretaries of sections of
the International Electrical Congress, officers of the National
Electrical Engineering Societies co-operating with the congress,
American reception committees of the foreign societies and
members of the A. I. E. E. who may be assigned as special
guides to accompany the party. It is desired that as many as
possible of the American representatives be accompanied by their
ladies to assist in entertaining the visiting ladies. Foreign elec-
trical engineering societies who may take part in the tour repre-
sented by a delegation of their membership, and foreign visiting
electrical engineers who desire to accompany the party are re-
quested to make application at once, giving their names, address
and the electrical engineering society with which they are affili-
ated and from whom they come accredited, and to state when
they expect to arrive in the United States, and at what port, to
Ralph W. Pope, secretary, American Institute of Electrical En-
gineers, 95 Liberty Street, New York City, to whom all com-
munications respecting the circular tour should be addressed.
To him also should be addressed all letters, telegrams, etc., for
those participating in the tour and while they are en route, and
his office will forward them to the nearest stopping place.
ANNUAL OUTING AND GAMES OF NEW YORK CITY
RAILWAY COMPANY'S EMPLOYEES
The employees of the Broadway, Columbus, Lenox, Sixth and
Seventh Avenue divisions of the New York City Railway Com-
pany held their seventh annual outing and games at Donnelly's
Grove, College Point, L. I., on July 4. The picnic was a most suc-
cessful one in every respect, and was greatly enjoyed by all present.
At 8:30 a. m. the participants marched from the Ninety-Sixth
Street car house to the Ninety-Ninth Street ferry to music furnished
by the First Irish Volunteers' band, embracing twenty-one pieces,
and the railWay men's own fife and drum corps, numbering nineteen
pieces. Luncheon was served shortly after reaching the fine water-
side grove, and then the sports began in earnest.
The first athletic event was an exciting baseball game between
Captain Bodkin's Sixth Avenue nine and Captain Mack's Broad-
way team. At the end of the eighth inning the score was tied, but
in the ninth the Sixth Avenue players developed a wonderful
batting streak and won out by the score of 31 to 17. The 100-yard
dash took place immediately after the baseball game, the first
prize, a gold medal, was won by Victor Brock, his brother Fred
winning the silver medal given for the second prize. The fat
men's race was won by Barney Spaulding, who received a gold
medal for his efforts. In the half-mile race, Fred Brock won the
gold medal and J. Sullivan the silver one. The latter was also an
easy winner in the shoe race. V. Armanino was presented with a
fine silver medal for winning the sack race. The Sixth Avenue
men covered themselves with glory, winning all the prizes in the
athletic events.
After the games, a group photograph was taken of the assembly,
and then the latter retired to enjoy dinner. After dining, the mem-
hers of the association presented President J. J. Cahill with a
beautiful floral tribute as an appreciation of his efforts in their be-
half.
Quite a number of the company's officials were present at the
outing, including P. J. Travers, superintendent of construction,
T. A. Delaney, superintendent of transportation, and J. J. Shea,
division superintendent. The officers of the association are : J. J.
Cahill, president; C. H. J. Schwarz, vice-president; J. H. Ed-
wards, secretary ; M. T. Keeshen, treasurer, and P. Morgan,
sergeant-at-arms.
ST. LOUIS ENGINEERS' CLUB WORLD'S FAIR SOUVENIR
The Engineers' Club of St. Louis has prepared a fine souvenir
volume which contains a large amount of valuable information to
engineers who, when visiting the Fair, would also like to examine
the important engineering works in and near St. Louis. Division
I. contains a history and general description of the Louisiana Pur-
chase Exposition. Division II. a guide to the large engineering
features of St. Louis and vicinity, Division III. local engi-
neering data, and Division IV. the ninth annual bulletin of the
club.
NEW YORK CENTRAL-DELAWARE & HUDSON JOINT
PURCHASE OF SCHENECTADY RAILWAY
The "Wall Street Journal" says that notwithstanding technical
official denials, it is probable that announcement will soon be
made of the joint acquisition by New York Central and Delaware
& Hudson, of the Schenectady Railway, which operates a system
of interurban street railways extending from Schenectady to
Albany and Troy.
July q, 1904.]
STREET RAILWAY JOURNAL.
85
THE STRIKE AT HOUSTON
The strike of the employees of the Houston Electric Company, of
Houston, Tex., has petered out. The full schedule of cars is being
operated, and except for an occasional demonstration, there is no
outward evidence that a strike is on. On some of the lines special
officers continue to be used, but there seems to be little occasion for
them. The traffic of all lines is almost normal. No clue has as yet
been obtained that would lead to the solution of the Houston
Heights dynamiting mystery. The police are hot on the trail of the
dynamiters and hope soon to run them down.
CHICAGO ELEVATED TRAFFIC
The reports of the elevated traffic in Chicago for June show
considerable falling off. The absence of ball games on the west
side and the closing of the Washington Park race track on the
south side are considered to account for this. The figures are
given below:
METROPOLITAN ELEVATED
1904 1903 Increase Per Ct.
January 112,413 112,771 358 0.3
February 119,073 116,090 2,983 2.5
March 112,507 116,717 5,790 4.9
April 121,924 117,597 4,327 3.6
May 114,372 109,330 5,042 4.6
June 110,923 111,613 *650 *0.G
SOUTH SIDE ELEVATED
January 87,601 86,637 961 1.1
February 90,330 88,516 1,814 2.0
March 92,547 87,989 4,558 5.1
April 91,500 87,553 3,947 4.5
May 83,342 82,884 458 0.5
June 81,405 85,265 *3,860 *4.5
NORTHWESTERN ELEVATED
February 73,193 69,885 3,308 4.7
March 74,344 70,070 4,274 6.1
April 74,217 71,340 2,871 4.0
May 69,232 66,990 2,242 3.3
June 68,222 66,571 1,651 2.4
* Decrease.
♦♦♦
THE CAPITALIZATION OF THE UNDERGROUND TUBES IN
LONDON
Some interesting testimony on the cost of underground tube
railways in London was brought out in the testimony of Edgar
Speyer, of Speyer Brothers, at a recent hearing before the Royal
Commission on London Traffic. Messrs. Speyer Brothers, it will
be remembered, are the principal backers of Mr. Yerkes in his
underground lines in London. The enterprises with which they
are identified are as follows:
Capital Authorized
Share
Loan
Total
£1,250,000
£416,000
£1,666,000
75,000
25,000
100,000
60,000
20,000
80,000
1,000,000
333,000
1,333,000
1,416,000
472,000
1,888,000
360,000
120,000
480,000
2,550,000
850,000
3,400,000
600,000
200,000
800,000
400,000
133,000
533,000
1,425,000
475,000
1,900,000
2,400,000
800,000
3,200,000
Great Northern, Piccadilly & Brompton.
250,000
83,000
333,000
360,000
120,000
480,000
£12,146,000
£4,047,000
£16,193,000
From the above it will be seen that the total share and loan
capital authorized for these several enterprises amounts to £16,-
193,000, which represents about £700,000 per mile if the Edgware
& Hampstead line is omitted. The Central London Under-
ground Railway has a capitalization of £4,200,000, or £650,000
per mile. In his testimony Mr. Speyer pointed out that the
slightly higher capitalization of his enterprises was required by
a number of conditions, among them the necessity for construct-
ing subways in a number of places, the purchase of sites for sta-
tions, etc. The important Bank Station of the Central London
was acquired without the purchase of any land, being under the
street.
ADVERSE REPORT ON CLEVELAND FRANCHISE
ORDINANCE
The street railway committee of the City Council, of Cleveland,
has reported adversely on a resolution recently presented to the
Council instructing the city solicitor to draw up an ordinance pro-
viding for franchise extensions for the Cleveland Electric Railway'
Company for twenty years, if the company in return would grant
seven tickets for twenty-five cents, with universal transfers. The
committee thought the company should take the initiative in the
matter of asking for franchise extensions. The committee is con-
sidering an ordinance for the extension of lines at present existing
on Doan Street, Woodland Hills Avenue and Harvard Street, to
form a new crosstown line from the section known as Newburg to
the Lake Shore. Citizens of the South End are strongly in favor of
this line, as it would greatly improve their facilities for crossing
the city, and they are willing that the existing rate of fare shall
prevail on the new line. The council committee has decided to
hold a public hearing on the question.
— ♦♦♦
THE NEW PORTLAND REPAIR SHOPS
In the last week's issue of this journal (page 16), interesting
details were presented regarding the important new repair shop
installation of the Portland (Me.) Railroad Company. It should
be added that the engineering firm responsible for the design of
the shop installation was Sheaff & Jaastad, who have offices at
85 Water Street, Boston, Mass. This is one of the most impor-
tant electric railway shop installations that has ever been de-
signed, and the excellent character of the work reflects more
than usual credit upon the designing engineers. The work of
installation of these new shops is in charge of E. A. Newman,
general manager of the Portland Railroad Company, the plans
having been prepared by Sheaff & Jaastad, to whom this journal
is indebted for the drawings which were used in the above-
mentioned descriptive article.
♦♦♦
VISIT OF THE BRITISH INSTITUTE OF MECHANICAL
ENGINEERS TO MILWAUKEE
The recent visit of the Institute of Mechanical Engineers of Great
Britain, to Milwaukee, in response to an invitation from the presi-
dent of the Allis-Chalmers Company, was described by President
Wicksteed, of the institution, in his speech at West Allis, as "one
of the pleasantest experiences that had come to the members during
their American visit." The president, secretary and other members
of the institution said that in the way of industrial sights they had
never seen anything more impressive than the huge erecting shop of
the Allis-Chalmers Company, filled as it is with engines ranging
from 30 hp to 12,000 hp in process of construction.
♦♦♦
METROPOLITAN ELEVATED OF CHICAGO ADOPTS
AUTOMATIC AIR BRAKES
The Metropolitan West Side Elevated Railway Company, of Chi-
cago, has abandoned the use of the straight air brake on its trains,
which it is equipping with multiple-unit control, and has adopted
in its stead the Westinghouse quick-action automatic air brake, as
used in steam railway service with the few modifications necessary
for adaptation to trains operated by multiple-unit control. It also
adopted as its standard motor-driven air compressors and electric
pump governors of the same manufacture, and will equip the new
cars now building with the Westinghouse Traction Brake Com-
pany's latest type of compressor, which is said to embody a num-
ber of valuable improvements over previous forms.
The work of equipping the cars of the company with the West-
inghouse multiple-unit system is progressing rapidly. The first
equipment has been installed on a trial train, and all of the cars
will be equipped by about Oct. 1. The company is proposing to
install the unit switch control on 186 motor cars, and to equip the
remaining 300 cars with the requisite connections for trail cars,
making a total of 486 cars altogether to be equipped. The stand-
ard train will consist of two motor cars and three trail cars. In
view of the extended use on this road of the single motor car
system, the change to the multiple-unit system is of great interest.
86
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 2.
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ALLOWED JUNE 21, 1904
763,016. Bail-Bearing Trolley Wheel ; James A. Norton, Wilkes-
barre, Pa. App. filed Oct. 22, 1903. A separable wheel having a
flange rotatably mounted on each arm of the harp, and a removable
middle section between the flanges. One arm of the harp swings
laterally and carries with it one flange of the wheel, thus making it
possible to remove the tread of the wheel.
763,043. Street Railway Switch ; Albert E. Caughey, Omaha,
Neb. App. filed June 8, 1903. Two levers pivoted on one of the
track rails and means whereby depression of one of the levers will
move the switch point in one directon and depression of the other
lever will move the switch in the other directon.
763.046. Pneumatic System of Motor Control ; Fred. B. Corey,
Schenectady, N. Y. App. filed Dec. 5, 1902. This and the two
inventions following, relate to a pneumatic system of train con-
trol in which a plurality of train pipes connected with a source of
compressed air is used. The admission of air to one pipe operates
the reversing switch or switches on the train, and while the pressure
is maintained in said pipe, air is admitted to a second pipe to start
the train ; then by properly manipulating the air in the various
pipes, the motor connections are changed to increase the speed.
763.047. Motor Control System ; Fred B. Corey, Schenectady,
N. Y. App. filed Dec. 5, 1902. See preceding patent.
763,071. Motor Control System ; Charles L. Perry, Schenectady,
N. Y. App. filed July 22, 1903. See patent No. 763,046.
763,108. Electric Brake; Frank C. Newell, Wilkinburg, Pa.
App. filed April 1, 1902. An improved form of braking controller
and circuit connections by means of which the brakes may be ap-
plied more evenly and gradually than heretofore, and also whereby
leakage from the brake magnet coils to ground is prevented.
763,134. Car Brake ; Evan Williams, Newcastle, Pa. App. filed
April 2, 1904. Mounted beneath the bottom of the car is a frame-
work in which are supported two angularly-disposed sliding bars
adapted when projected to bear against the inner sides of the
flanges of both track rails.
763,341. Street Railway Crossing; Harlan Currence and Ivan
Maclvor, St. Louis, Mo. App. filed Aug. 20, 1903. Details of con-
struction.
UNITED STATES PATENTS ISSUED JUNE 28, 1904
763,364. Third Rail for Electric Railways ; Jacob Caesar, New
York, N. Y. App. filed March 2, 1903. The body portion is thick
and provided with outwardly inclined flanges, with one of which
the supporting bracket is connected, the current being taken from
the under side of the rail between the flanges.
763.390. Electric Railway Switch ; Edward A. Gray and Silas
H. Brand, Chicago, 111. App. filed Feb. 11, 1904. When the wheels
of the car run upon insulated plates in the rails, two switch-throw-
ing magnets are connected in circuit.
PATENT NO. 7C3.S20
763,434. Insulating Support for Electric Third Rails ; Frederick
R. Slater, New York, N. Y. App. filed May 28, 1903. A clamp
mounted in the top of the string-piece grips the web of a T-rail
between its two lips.
763.435- Contact Device for Under-Contact Third Rails ; Fred-
erick R. Slater, New York, N. Y. App. filed June 20, 1903. The
shoe is counter-balanced on its support to thereby make under con-
tact by gravity, and has a spring applied in such a manner as to
prevent chattering.
703,543. Track Sander: William M. Deal, Philadelphia, Pa.
App. filed June 17, 1903. A revoluble feed cylinder in the sand re-
ceptacle having a series of pockets disposed around the periphery
thereof, a rachet wheel on a journal of the feed cylinder and having
the same number of teeth as there are pockets in the feed cylinder,
a lever and a pawl on the lever and engaging the ratchet wheel.
763,658. Control of Dynamo Electric Machinery ; Eugene R.
Carichoff, East Orange, N. J. App. filed Aug. 1, 1901. In mul-
tiple unit control systems, a series of magnets controlling switch in
the motor circuit, a master switch, an actuating circuit for connect-
ing and disconnecting the magnet and a source of current, a main-
taining circuit and means adapted to include the magnets succes-
sively in the actuating circuit and to shift each magnet when it has
operated to the maintaining circuit.
76^,723. Guard Rail for Street Cars; James J. Collins, Boston.
Mass. App. filed Nov. 9, 1903. Relates to guard rails for open
cars and provides novel means for operating the rails and for lock-
ing them in their out-of-use position.
763,759. Trolley ; George A. Hunsinger and Edward A. De-
wald, Allegheny, Pa. App. filed Jan. 20, 1904. Four horizontal
rollers arranged in two pairs and mounted above the trolley wheel
to prevent the latter from leaving the wire.
763.806. Track Switch ; Ernest Smith, Philadelphia, Pa. App.
fi°!i Nov. 13, 1903. The combination in a switch of a piece placed
to engage a car wheel, with a device for moving the piece vertically,
so that it shall be out of operative position and a spring for raising
it out of inoperative position.
763.807. Flexible Wheel Base Car ; Gustavus L. Stuebner,
Blushing, N. Y. App. filed Dec. 11, 1903. A sleeve concentric with
and encircling the car axle, a journal box for the sleeve with the
axle, arranged to allow the sleeve to roll and carry the axle to
different positions.
763,820. Trolley Pole ; Andrus S. Weaver, Joy, N. Y. App.
filed Aug. 19, 1903. In case the wheel leaves the wire, the upper
end of the pole folds downward.
♦♦♦
PERSONAL MENTION
MR. ELMER P. MORRIS, of the Elmer P. Morris Company,
of New York, has left on a short trip to Mexico City.
MR. RICHARD EICK has been appointed division superin-
tendent of the Public Service Corporation of New Jersey, in
charge of that company's Elizabeth division. Mr. Eick was until
recently a division superintendent in the employ of the United
Railroad, of San Francisco, and before that was connected with
the North Jersey Street Railway Company.
MR. W. F. HERRIN, at the head of the law department of the
Southern Pacific Railroad, has been elected vice-president of the
Pacific Electric Railway Company, of Los Angeles, Cal., and also
(if the Los Angeles Interurban Railway Company, in place of Epes
Randolph, resigned. Mr. Huntington explans that the appointment
of a Southern Pacific official to an important position with his com-
pany is purely complimentary, and in no way indicative that the
steam road has gained any control whatever over the electric rail-
way situation in Southern California.
MR. A. M. MATTICE, chief engineer of the Allis-Chalmers
Company, has returned from his European tour of inspection and
has now settled down to the duties of his position in Milwaukee.
While in Europe Mr. Mattice visited the hydraulic machinery
works of Escher, Wyss & Company, of Zurich, and arranged
important details concerning the manufacture in the United States
of their lines of product. He also inspected the Nurnberg gas
engine works, at Nurnberg, and, at the well-known engineering
establishment of Willans & Robinson, at Rugby, England, he
paid particular attention to the products and methods of manufac-
ture of the Steam Turbine Advisory Syndicate, of which impor-
tant organization the Allis-Chalmers Company is the American
member.
MR. DAVID KIRKCALDIE, one of the railroad commis-
sioners of the New South Wales Government, whose department
has the supervision of constructing the extensive electric traction
system in Sydney and suburbs, is now on this side and will in-
spect some of the principal American roads, mainly with a view
to getting pointers for the extension and operation of the Sydney
lines. At time of writing he is in Canada, but is expected to visit
Boston Monday next, and will be in New York about the middle
of next week. While here he will make his headquarters at the
offices of R. W. Cameron & Company, 23 South William Street.
Mr. Kirkcaldie is booked to sail for Europe on the White Star
liner "Majestic," July 20. As mentioned in last week's issue, Mr.
Deane, the engineer in chief of the New South Wales Govern-
ment railroad and tramway department, is also on a trip here
now. Some interesting contracts for equipment, etc., are ex-
pected to be placed as a result of these gentlemen's sojourn in
America.
Street Railway Journal
Vol. XXIV NEW YORK, SATURDAY, JULY 16, 1904. No. 3
Published Every Saturday by the
McGRAW PUBLISHING COMPANY
Main Office:
NEW YORK, Engineering Building, 114 Liberty Street.
Branch Offices:
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London: Hastings House, Norfolk Street, Strand.
Cable Address, "Stryjourn, New York."— Lieber's Code used.
ST. LOUIS HEADQUARTERS :
Section 1, Electricity Building, Louisiana Purchase Exposition.
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Single copies, first issue of each month, 40 cents; other issues, 15 cents.
Subscriptions payable in advance, by check or money order. Remittances
for foreign subscriptions may be made through our European office.
Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Car- Wiring Rules
We take pleasure in presenting in this issue the proposed
rules for car-wiring, drawn up by the committees appointed by
the American Street Railway Association and the Underwrit-
ers' National Electrical Association, and which have been under
close consideration for a year or more. There was a time, not
so very long ago, when the insurance interests and the street
railway interests, if not exactly hostile, were acting to a certain
extent at cross purposes, with the result that the position of
each was considered arbitrary by the other. This feeling is dis-
appearing, however, and both sides are now largely united in the
sentiment that progress can only be made through harmonious
action. The importance of the subject of proper car-wiring is
constantly growing with the additional capital continually being
invested in rolling stock. A street car complete represented
several years ago often not more than $2,500, whereas many
cars now cost three or four times that figure. The amount of
money at risk when one hundred or more of these cars are
stored in one car house is enormous, and if this capital can be
safeguarded by a set of reasonable precautions, it is for the
interest of all parties concerned to take such action as they can.
To give an idea of the losses from destruction of car houses,
the "Journal of Commerce," of this city, recently published a
list of reported losses from car-house fires since Jan. 1, 1899.
This list covered seventy-one losses, aggregating $4,737,000,
or an average loss on these buildings of nearly $1,000,000 a
year. Two of these fires cost $300,000 each, and one other
$230,000, while a number of others involved a loss in each case
of over $100,000. As the readers of this paper know, a great
deal more attention has been devoted by both the insurance
interests and the street railway companies to precautions
against losses of this kind during the last year than ever before,
and several recent articles in this paper indicate that a con-
scientious effort is being made to reduce the danger from con-
flagration to a minimum, both in the construction of car houses
and precautions against fire in those which have been built.
We understand that the proposed set of rules published else-
where is the first only of a series which it is planned to draw
up to protect against fires of this kind.
Economy in the Repair Shop
In common with all manufacturing establishments, the street
railway repair shop offers a gbod field for the practice of
economy. These are the days when the "production expert"
walks abroad with a sharp eye open for leaks of every kind in
industrial processes, in the praiseworthy effort to cut down all
needless operating expenses. Believing that the best modern
methods of eliminating losses are demanded by good repair shop
practice, we have, of late, frequently called the attention of our
readers to various labor-saving devices which have been
adopted by progressive roads.
Unfortunately, with some officials, economy means getting
along in the same old way without any change in apparatus
from wasteful to efficient types — a policy which often produces
but little effect when the balance sheets are made up. We
recognize, of course, that there are times in the life of many
roads when it is difficult to secure money for extensive improve-
ments on account of the apathy of stockholders and the invest-
ing public, but there are often betterments which can be made
without great expense, and which are most effective in ridding
roads of preventable wastes. As an instance of this may be
cited the case of a large repair shop's handling of motors. The
shop in question is well equipped with compressed air hoists,
which operate rapidly and freely over the car pits and upon the
floor of the motor and truck repair room, but the motors them-
selves, after being taken from the trucks, are cleaned by com-
pressed air in the repair shop yard. Two men are required to
push each motor upon a small wooden flat car from the repair
88
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
room to the yard — a distance of over 100 ft. The time required
to do this, including the return, is a minute and a half, against
but 2 minutes to blow out the motor itself. Besides this 75
per cent increase in the time used up in cleaning motors, there
is a further loss caused by the lack of a controlling valve near
the nozzle of the air hose, as this deficiency requires the ser-
vices of the second man at the wall valve, some 30 ft. away.
There is no reason why one man could not do the whole of this
work if the company would fit up an inexpensive runway for
the pneumatic hoist to travel over between the yard and the
repair shop ; the time saving would be considerable through the
doing away with the present slow-moving and back-breaking
platform car, and this, with the placing of a valve at the opera-
tor's hands, would enable the second man to be used elsewhere
in the shop. Allowing a salary of $50 per month to this man, it
would pay to install a traveler, costing nearly $4,000, figuring
interest at 6 per cent and all operating charges at 10 per cent.
It is scarcely necessary to add that any such expense as this
would be uncalled for, as the hoists are already at hand — the
running track and its supporting brackets — constituting the
missing link between inefficiency and economy.
In the same shops a list of instructions to employees was con-
spicuously posted, stating the duty of each department in case
of fire. Unfortunately, the rules were printed as an almost
illegible carbon copy of the original set of regulations, illus-
trating a species of false economy deserving much criticism.
If there is any one requisite of such instructions that stands
head and shoulders above their other characteristics, it is plain-
ness. The complication of these particular regulations war-
rants their being read with absolute ease and extreme speed in
times of emergency. Still another evidence of loose judgment
was found in the whitewashing of hand grenades, so that they
were inconspicuous when hung in place upon the walls.
We have instanced these two examples of cases where
economy may be practiced because similar opportunities to save
money await seizure upon many other operating roads. The
fire risk always invites examination, and for a rainy day's work
there are innumerable problems waiting to be solved in the
direction of completing repair shop operations as quickly and
conveniently as a minimum of expense will allow. It is by no
means entirely settled yet as to when a single motor should
drive all the machine tools in the repair shop. This, and other
questions of power cost and consumption in the work of repairs,
await the anaylsis and thought of those responsible for the
maintenance factor in operating expense.
A Sensible Charity
One of the Metropolitan daily papers, which conducts each
summer fresh-air excursions for the benefit and relief of the
sick children in the tenement districts of New York, has taken
a very sensible step. Instead of hiring steamboats and barges
for a trip on the water or making an attempt to transport the
little patients and their mothers 100 miles from home by steam
train, the excursions this year have taken the form of a series
of trolley trips. Arrangements have been made with the New
York City Railway Company for frequent trips by chartered
trolley cars into the suburban districts of the Bronx and West-
chester County, and the results so far achieved amply justify
the policy pursued. Outside the question of safety, which re-
cent events indicate is a very important one, the trolley-car
excursion possesses many advantages over that by steamboat,
even for a city entirely surrounded by water, as is New York.
The length of trip can be made as short or as long as may be
required, and the mothers and their charges can be picked up
and can leave the car at as many different points as may seem
desirable. While a trolley-car outing may not be as perma-
nently beneficial to the tenement dweller as a stay of a week
or two in the country, it can be extended to one hundred per-
sons where the fresh-air excursion by steam railroad would
have to be confined to one. Altogether, the plan is one
well worthy of consideration during the heated term by the
philanthropical organizations and agencies in our different
cities.
The Ethics of the End Seat Question
The conflict now being waged in the public press on the
rights and duties of the occupant of an end seat in an open
car continues unabated, and probably will survive so long as
human nature is what it is, and there is a choice in seats in a
public conveyance. We have already referred to this question
in our columns, and revert to it in this issue only because the
warm weather seems to have intensified public interest in the
subject. The solution would be a simple one if the entire rid-
ing populace was as altruistic as those individuals who are
demanding municipal legislation on the subject, and writing
letters to the papers denouncing the "end-seat hog." Many
stories related of the sufferings of these individuals in not
being able to obtain the coveted position in the car are pa-
thetic. But what is to be done about it? The Golden Rule
has not yet been adopted by any municipal body as its gen-
eral code, and while street railway companies may try to live
up to it as regards their relations with the public, they cannot
readily enforce it upon their passengers. Unquestionably the
end-seat hog is more or less of a nuisance in loading and
unloading cars. It would be much more convenient if all pas-
sengers could be stowed away in inverse order of their destina-
tions and could thus slip quietly out seriatim, but no such ar-
rangement being possible, the street railway man must simply
meet conditions as he finds them. We do not see how it is in-
cumbent upon him to make and enforce regulations upon the
order in which passengers shall seat themselves, particularly
when he is not prepared to furnish end seats to all comers.
In the leisurely conduct of tramways on the continental sys-
tem, it might perhaps be possible to legislate on the end-seat
question with some degree of success. This situation is not
in accordance with American conditions, and so long as pas-
sengers insist on piling upon the cars on the devil-take-the-
hindmost plan, very little can be done. It is certainly not the
business of street railway companies to set up schools of polite
manners, save as they may teach by example, and they are not
obliged to apply to themselves any of the present series of
newspaper tirades on the subject.
Nor do we think that any material good can be accom-
plished by municipal enactments. Even the move-over rule
cannot be trusted to work well in practice, for it may compel
the short-ride contingent to climb over the knees of those who
are there to stay. There is no great comfort to be derived from
having a couple of fat parties on the off-side trampling over
one's feet in the endeavor to get out in a hurry — it were better
had they stayed upon the other end of the seat. Surely no
small proportion of end-seat occupants are better settled in their
appropriate corner seats. The protests against the habits of
this member of the porcine family are numerous and vivid,
but can every objector be guaranteed regularly to keep out of
the coveted corner himself (or herself)? By no means, and
unless we mistake, the complaints are quite as frequently the
squeals of envy as they are the voice of righteous indignation.
That there is need of more courtesy to each other among street-
July 16, 1904.]
STREET RAILWAY JOURNAL.
89
car passengers we cannot deny. The flower of courtesy does
not flourish as we would wish in the soil of a 6 o'clock crowd,
but regrets are vain, and the attempt to make the leopard
change his spots is still more vain. We are sorry that every
passenger is not a mind reader, who can place himself at once
in the most convenient spot, and so relieve the present situa-
tion. We of the street railway fraternity have to take him —
a great many of him — just as we find him, and make the best
of his idiosyncrasies. We wish the public would be more con-
siderate in many places, notably elevated platforms, and at all
times, but we cannot do more than to express our feelings in
the matter without overstepping our proper powers.
The Engineer Gets Left
The commencement season of multitudinous colleges and
universities is now over, the graduates have their sheepskins
and distinguished alumni are made happy with academic honors.
But, in reading over the lists of honorary degrees conferred,
one is struck by the fact that in the distribution of these honors
the narrow lines of the older education arc still slavishly fol-
lowed, and those graduates who have merely rendered illus-
trious their Alma Mater by distinguished success in the tech-
nical advancement of civilization are as a rule left out in the
cold. The lawyer who has organized a great trust purrs com-
fortably under the robe of a Doctor of Laws, while the engin-
eers, perhaps from the same university, who have made it pos-
sible and are directly responsible for its future, have nothing
but the consciousness of work well done. We are not disposed
to deny that this consciousness is a finer thing in its essence
than any academic recognition thereof, but men at large are
not, and should not, be entirely insensible to an appreciation of
merit, and it should not be denied them if, by their intellectual
powers, they have achieved greatness in those lines for which
they were, by their academic experience, especially fitted. We
can quite understand the hesitation of university authorities
in granting honors to those who, however successful, have won
their place in the world by efforts outside the strict lines of
academic training, but why deny them to those who have gone
on into the very fields for which they were fitted by their at-
tendance and studies at the university ?
The time has come when engineering in its varied branches
should be taken without qualification in the honorable fellow-
ship of the learned professions. Time was when the engineer
was only an advanced artisan, graduated only from the work-
shop and rising above it by his own unaided efforts. That
time is now long past, and for the adequate training of the en-
gineer there is demanded a course of instruction far more
thorough and vastly wider in its scope than that customarily
demanded of the doctor, lawyer, or minister. The engineering
course in a modern university demands severer application
and more thorough preparation than the so-called liberal arts'
course in the same institution. No student ever picked an en-
gineering course out of the curriculum as a "soft thing." And
it is a fact that entrance into a first-class engineering school
is beset with far more difficulties than entrance into the usual
law school or medical school. After graduation, the engineer
has to keep in closer touch with his technical training than
almost any other professional man, for his field of work is ex-
panding and developing new requirements at a rate unknown
in other professions, not even excepting medicine. The law
is largely a crystallization of precedents, brought down through
centuries, and divinity cannot be regarded as a field for the ex-
ploitation of new conceptions, unless one wishes to qualify for
an accusation of heresy, while engineering continually dis-
closes new methods and new concepts, which must be grasped
and applied with swift decision. It is to-day in every sense a
learned profession, and none the less so because it is a product
of the new education rather than the old.
But academic authorities have been slow to grasp the situa-
tion. The degrees which they have in stock seem consecrated
to antiquity, or unavailable for modern uses. The two higher
scientific degrees — Ph.D. and D.Sc. — are by common consent
and wisely reserved as the laurels of post-graduate study, and
are not now granted by self-respecting institutions causa
honoris, save in case of extraordinarily distinguished merit.
And for such use they seem scarcely adequate — an honorary
Ph.D. for Darwin, for example, would have been an idea to
provoke a grin. There are no distinctly engineering degrees
above graduate rank, and if there were they would not fill any
long-felt want — for the list of tentatively-used miscellaneous
degrees is already ridiculously long. There are, however, avail-
able, the two time-honored and dignified degrees of LL.D.
and D. C. L., both noble relics of the time when all learning that'
was not theology was law. These have long been used abroad,
and particularly in England, to honor men pre-eminent for
learning and intellectual achievements, or those who in other
paths have left a deep mark on the world's progress. States-
men, scientists, jurists and men world-known in art and letters
are joined in this notable company. Why should not our uni-
versities more frequently grant these degrees to renowned sons
who have won unquestioned place in engineering? They sel-
dom have seen fit to do so in the past, but is not this failure a
mere remnant of the old prejudice that ranked monkish Latin
higher than mathematics, and long denied to science a co-
ordinate place in a liberal education. We believe heartily in a
liberal education, the deeper and wider the better, but we would
not confine its rewards to a few time-worn fields of scholar-
ship. The new education and the chieftains in its victories are
equally worthy of honors.
The Chicago Union Traction Tangle
The Chicago Union Traction Company at the present time
presents one of the most colossal financial tangles in the his-
tory of the electric railway business. This may appear to
some of our readers as an unnecessarily plain statement of fact,
but those who are well acquainted with the paper know well
that we are not given to idle or useless criticism. Our policy
is to build up, rather than tear down. Criticism is useful only
where it points the way to improvement. In calling attention
to the unfortunate condition of the aforesaid company, we are
not so much offering criticism as mentioning a fact that is a
matter of common conversation wherever street railway men
acquainted with the facts get together. It is not our purpose
here to go into a detailed history of the reasons for this gi-
gantic financial wreck, for our subscribers might object if we
were to give over several entire issues to a history of the
troubles of the Chicago Union Traction Company. Leaving
aside all the legal tangles and internal strife, and getting down
to the bottom causes, it appears to be a simple, old-fashioned
case of overcapitalization, aggravated first by long-continued
troubles over franchises with the city, and second by an en-
tire lack of adequate depreciation, reserve and sinking funds
in years past. Big wrecks of this kind, however delightful
from a purely spectacular standpoint, are anything but pleasant
to those of us who have the permanent welfare of the street
railway business at heart. If they serve as a warning to other
companies, all of the money lost in them by over-sanguine pur-
chases of securities will not have been entirely wasted.
go
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
THE CLEVELAND, PAINESVILLE & ASHTABULA ELECTRIC
RAILWAY
Reference has been made in these columns on a number of
occasions to the great chain of electric lines that is paralleling
the main route of travel between New York and Chicago. As
is generally known, it is now possible to travel from Western
Population Distance
.S.024
500 6
2,720 ioJA
400 131/:
2,342 18
1,200 23
12,949 28
STATION AT A SMALL TOWN
New York entirely across Northern Pennsylvania and Ohio
to points in the interior of Michigan, and roads are under con-
struction which within two or three years will make possible
through electric travel between Buffalo and Chicago. Some
of the recent builders along this route have appreciated the
possibilities for future through traffic, and
have used great care to design their roads
for heavy high-speed service. From point
of construction, one of the best of these
properties is the Cleveland, Painesville &
Ashtabula Railway, operating between
Painesville and Ashtabula, Ohio. This
road was placed in operation in the fall
of 1903, and is the connecting link in the
chain of lines mentioned above as being
now in operation.
The proposition was projected originally
by the Everett-Moore syndicate, of Cleve-
land, as an extension of the Cleveland,
Painesville & Eastern Railway. A greater
portion of the right of way had been ob-
tained, and some work done when the syn-
dicate became financially embarrassed and
the extension project was sold to a syndi-
cate headed by J. W. Holcomb and E. J.
Latimer, of Cleveland. The road was en-
gineered and built by the Electric Con-
struction Company, which was composed
of Messrs. Holcomb and Latimer, and it
was financed by W. J. Hayes & Sons, Cleveland, bankers, who
now have the controlling interest and management of the prop-
erty.
The section of Ohio tributary to this road is part of the
Western Reserve, which was early settled by thrifty emigrants
from Connecticut, and is now thickly built up, this being par-
ticularly true of the main east and west highway, which is
closely paralleled by the electric road. The country district is
devoted largely to the production of fruit and produce, includ-
ing large quantities of butter, cheese and milk. Some of the
largest nurseries in the country are located In this district ; that
of Storrs & Harrison, about three miles east of Painesville, is
said to be the largest in the country, and employs several hun-
dred persons during the busy season.
The mileage, population of towns and rates of fare are shown
in the accompanying table :
Name Fare
Painesville "
Perry 15 cents
Madison 25 " .
Unionville 30
Geneva 35 "
Saybrook 45
Ashtabula 55 "
Except in the terminal towns, the company does not maintain
ticket agencies, and no round-trip tickets are sold. Conductors
sell two forms of coupon books containing 5-cent coupons, one
of them containing $2.50 worth of rides for $2, and the other
$1.25 worth of rides for $1. These books are good until used
and are transferable ; a passenger may pay fares of several in a
party if he desires. Two stubs are attached to the books ; one
of them is detached by the auditor when he issues the book,
and the other is detached by the conductor when the book is
sold. The conductor turns his stubs in each night.
The company's cars enter Painesville from the village limits
over the tracks of the Cleveland, Painesville & Eastern Rail-
way, a distance of ij4 miles. Except for a stretch of two
blocks, the Cleveland, Painesvlle & Ashtabula Company has ex-
clusive use of this track, and pays for it at a fixed rental, fur-
nishing its own power and maintaining the line. Cars make
direct connection at the Public Square with the Cleveland,
Painesville & Eastern cars for Cleveland. The latter company
operates local cars in Painesville, and the two roads exchange
transfers on the local service. This was required by franchise,
and it gives Painesville excellent local service.
In entering Ashtabula the company operates for il/2 miles
MAIN STREET IN PAINESVILLE, JUNCTION OF THE CLEVELAND, PAINESVILLE & ASH-
TABULA RAILWAY AND CLEVELAND, PAINESVILLE & EASTERN RAILWAY
over the tracks of the Ashtabula Rapid Transit Company. The
interurban company furnishes the power on this section, and
there is a division of the local fares collected on the interurban
cars. At Ashtabula the company makes direct connection with
the cars of the Pennsylvania & Ohio Railway Company, which
operates two branches — one running south to Jefferson, the
July 16, 1904.]
STREET RAILWAY JOURNAL.
9 J
county seat, and the other to Conneaut, making connection for
Erie and points east.
Through limited service between Erie and Cleveland has
been discussed by the managers of the various roads interested,
in villages, and in all towns it has 25-year franchises. Over a
considerable portion of the distance the right of way adjoins
that of the Lake Shore & Michigan Southern Railway (steam).
The country is very level, and the maximum grade is but iy2
CLEVELAND
MAP OF CLEVELAND, PAINESVILLE & ASHTABULA RAILWAY SYSTEM
and a few weeks ago a party of managers made an inspection
trip over the various properties with this point in view, but
nothing definite has been accomplished along this line, as it was
the general opinion that some of the roads were not in physical
LINE VIEW, SHOWING OVERHEAD CONSTRUCTION
condition to admit of the high speed that would be necessary
to compete with the great steam line which parallels the roads.
However, an attempt will be made at through excursion busi-
ness, and on July 17 a special car will make the round trip
from Erie to Cleveland and return, and if the venture proves
successful it will be repeated at intervals during the summer.
The Cleveland, Painesville & Ashtabula Railway is built en-
tirely on private right of way from 40 ft. to 60 ft. wide, except
per cent, this being at an undergrade crossing. This crossing
is of peculiar construction, as the tracks cross a small stream
on a timber trestle at the point of passing under the steam
line. The arrangement obviates the possibility of water re-
maining in the tunnel, and it also reduced the cost of the under-
grade crossing, as the steam road already had a bridge at that
point. Approaching Painesville it was necessary to erect a
large viaduct across the wide valley of the Grand River. A
great deal of money was saved on this piece of work through
the use of sections of two steam road bridges purchased from
the Nickel Plate Railroad. These bridges had been replaced
with heavier structures by the steam company, which was re-
building its line to admit of heavier freight traffic. The bridge
was erected by a competent bridge-building concern, and all
sections were thoroughly tested for a wide margin of safety
over any requirements for a service of this character. Cross-
ing the stream a timber section 80 ft. long and resting on con-
crete piers was inserted. The entire length of the bridge is
1056 ft., and it is 80 ft. above the water. The power station
of the road was erected adjoining the west end of the bridge,
and a chute was built into the bridge so that fuel is delivered
from bottom dump cars to within a short distance of the boiler
room door. It is the intention to alter this chute so that the
fuel may be delivered directly into the boiler room by gravity.
Views of the viaduct, the timber section with concrete piers,
and the fuel chute are shown herewith.
The track is built on standard steam road specifications.
Rails are standard 70 lb. 30 ft. length, laid on standard white
oak ties, 2640 to the mile. Six-bolt fish-plates are used at joints,
and bonds are 9 in. No. 0000 Ohio Brass Company's under
the fish-plates. The track is cross-bonded every 1000 ft., and
bonded around all switches and frogs. In villages where there
is pavement, a 90-lb. girder rail is used. The side bracket type
of overhead is used. Poles are 35 ft., with 7 in. tops, and brack-
ets are 9 ft. i\'2 in. iron pipe, guyed above and braced below.
Trolley wire is No. 0000, Fig. 8. The high-tension feeders
are three No. 2 aluminum designed for 13,000 volts. High-
tension insulators are 7-in. Hemingray glass. Garton pole
lightning arresters are used, two to the mile, and they are
grounded to the rail by soldering the connection to a rail bond.
The only grade crossing on the line is protected by an inter-
locker having semaphores on the steam track and semaphores
and derailers on the electric tracks. The signal on the steam
track is set for "danger" before the derailer can be opened
for the electric. Originally, the crossing was operated by the
conductors of the electric cars, being arranged so that the con-
ductor, after entering the booth, could not leave it until the
car had crossed and the semaphores and derailers returned to
their normal position. It was found that this arrangement took
too much time, and now a watchman is maintained at the cross-
ing at all times.
92
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
The rolling stock is of the most modern pattern, consisting '
of six straight passenger coaches, built by the Jewett Car Com-
pany, of Newark, Ohio.
The principal dimensions of this car are as follows: Length
tion. The cars are equipped with Jewett standard vestibules, with
double folding doors on each side and automatic trap doors
over steps.
Each car is divided into three compartments: pas-
STEEL VIADUCT AT GRAND RIVER
over buffers, 53 ft. il/2 in. ; width over posts, 8 ft. 9 in. ; distance senger, smoker and baggage. The distance from the front end
between centers of trucks, 33 ft. ; height from rail to top of of the car to the front of smoking compartment is 8 ft., and
roof, 12 ft. 9 in. There are six longitudinal yellow pine sills there is a double door opening into the compartment. The
VIADUCT AND POWER HOUSE, SHOWING COAL CHUTE FROM VIADUCT
in the floor framing running the full length in one continuous
piece. The side sills are additionally strengthened by a 6-in. x
6y2-'m. steel plate. All cross timbers are of the best quality of
white oak. M. C. B. construction is used in the bolster and truss-
rod work. The body framing is white ash, steam-car construc-
company decided it would be desirable to have all cars of this
type, because a great many traveling men cover this route
who desire to take their sample cases with them, and would
not use the electric road if they could not do so. The plan also
provides space for handling considerable package express, and
July 16, 1904.]
STREET RAILWAY JOURNAL.
93
up to the present time the company has not found it necessary
to install exclusive express cars, as this class of matter can
be handled on any run.
The main and smoking compartments are finished in Hon-
duras mahogany, inlaid with marquetry, and the baggage com-
partment in white ash natural finish. The ceiling is green,
with gold decorations. Hale & Kilburn "walkover" seats arc-
used, being green plush in the main compartment and rattan
in the smoker. The windows are of polished plate glass, ex-
cept the gothics, which are green opalescent leaded glasg, and
the deck lights of white chipped glass. Trimmings are of solid
bronze and the curtains of the "Crown" goods, Forsyth type.
The cars are lighted by 35 single incandescents, distributed
evenly from the roof. They are heated by the Peter Smith
hot-water system, and are equipped with Christensen straight-
air, style 2-B, power brakes ; Van Dorn drawbars; locomotive
type of pilot ; arc headlights, and De France patent air-blast
sanding device, made by the Newark Air Sand Box Company,
of Newark, Ohio. The trucks are of a special type, built by
the Peckham Company, and are a combination of the 36-A
and the No. 39 London Special, and depart somewhat from
the usual practice in that the top frame is of 4-in. angle-iron.
Four G. E. Xo. 57 motors are used, with K-10 controller, the
cars being single enders. Each car is equipped with a Strom-
berg-Carlson telephone ; the connection is made by plugging
in at a pole located between the tracks at each siding, or, if
necessary, the despatcher may be reached at any point on the
ing was made large enough for double the present equipment,
and it was designed with a view to future building extension.
The building is machine-brick, with stone trimmings, and has
TIMBER SECTION BRIDGE ON CONCRETE PIERS
a flat tile roof on iron trusses. The flooring is all concrete,
laid with corrugated steel. A 175-lb. steel stack, 7 ft. inside
diameter, extends from the center of the boiler room, and is
INTERIOR OF ENGINE ROOM
line by making a connection with the telephone wire by means
of a jointed bamboo rod.
The power station for the road was located at Painesville, at
the extreme west end of the line, primarily because the best
available water supply was located at that point, and also be-
cause it was deemed probable that at some future time this
property might be consolidated with the road running west
from Painesville, and the station then would be in position
to handle the entire system. With this view the station build-
guyed to the roof and bolted down to the foundations. The
engine and building foundations are brick and concrete, car-
ried down to solid rock. The building is equally divided into
two rooms, each 54 ft. x 94 ft., there being a fire wall between.
The boiler-room floor is 6 ft. below the level of the engine
room, and a pit below one-half of the engine room is 13 ft. deep.
Two 300-hp Stirling boilers are installed at present, and
there is space in the house for four more of the same size. These
boilers are of standard design, each having 3200 sq. ft, of heat-
94
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
ing surface, with plain grates having 64 sq. ft. of grate surface.
They are guaranteed for 50 per cent overload and run at 150
lbs. steam pressure. Each has two ^y2-'m. roll-pops, with Reli-
ance water columns and extra water alarms. The company
has a gas well adjoining the house, and it is used for heating
and lighting the offices, and at times the pressure is strong
enough to enable its use in the boilers, and they are provided
with gas burners in the arch above the door. There is a space
REPAIRING CARS OUT OF DOORS
of 18 ft. in front of the boilers, arranged for coal storage, and
the boilers are 12 ft. from the division wall, leaving ample
room for the piping and for the pumps.
The water supply is taken from a 14-ft. well at the side of the
river, the well being provided with a filter. The condenser
intake is a 12-in. cast-iron pipe, and there is also a 6-in. feed-
water line. The condensers are of the
Wheeler surface type, and are located in
the pit below the engine-room floor. The
air and circulating pumps, of the Laidlaw-
Dunn-Gordon type, measure 10 ins. x 12
ins. x 14 ins. x 18 ins., and are set at the
side of the condensers. The intake line
is 216 ft. in length, and there is a lift of 22
ft. for the condenser water. Between the
condensers there is a hot well consisting
of a 4 ft. x 12 ft. steel tank. The hot well
receives all water of condensation and the
jacketing water from the engine bearings.
Water is taken from the hot well by low-
duty Laidlaw-Dunn-G o r d o n hot-well
pumps, which deliver it to a 1200-hp A
Cochrane heater, located at the rear of the
boilers. The feed-water pumps are two
Laidlaw-Dunn-Gordon 8 in. x 5 in. x 10 in.
outside plunger type, each of sufficient ca-
pacity to supply both boilers at full load.
They take water from the Cochrane heat-
er, and the feed piping is arranged so that
it is also possible to take cold water
through the line from the river. The hot-
well water is thoroughly filtered by
packing the well with 20 ins. of charcoal
and 2 ft. of clover hay, which is changed
from time to time. The engines are two Cooper-Cor-
liss tandem-compound ; high-pressure cylinder, 18 in. ; low
pressure, 36 in., and 42 in. stroke, and they turn at
112 r. p. m. The engines have sole plates extending
their entire length. The cross-heads are forged steel
and extra heavy- They have Corliss valves and safety gov-
ernors operated by butterfly valves. They develop 650 hp with
125 lbs. of steam at quarter cut-off, and are guaranteed to use
not to exceed 13 lbs. of steam per i. h. p. They will operate
under 160 lbs. of steam, and will develop 900 hp condensing.
Steam for the boilers is conveyed to the steam heater through
long bends entering at the top. The supply for the engines and
auxiliary machinery is taken from the bottom of the heater
directly into large receiver separators, there being one separa-
tor for each engine. Steam for the engines is taken from one
side of the separators, and on the
other side is a connection to the aux-
iliary header, which supplies the
pumps and condensers. The conden-
sers are piped independently of one
another, and they are interchange-
able for either engine. An automatic
oiling system, with overhead supply
tank, lubricates the working parts of
engines and auxiliaries, the oil being
filtered in a Burt automatic filter lo-
cated in the basement. The engines
are fitted with Phcenix oil pumps for
cylinder lubrication, and the main en-
gine bearings are cooled by streams of
water from the city mains running
around them.
The main generators are located on
the engine shafts and are of the Gen-
eral Electric Company's revolving
field, alternating-current type. They generate three-phase 25-
cycle current at 13,200 volts pressure. Directly connected on
the extended shafts of the engines are the exciters, consisting of
iyl/2-kw generators supplying current at 125 volts. About 60
amps, are required for exciting each engine, and each exciter
is sufficiently large to supply both main generators, and
BOILER ROOM OF CLEVELAND, PAINESVILLE & ASHTABULA RAILWAY
at the same time supply the lighting for the power house.
F. B. Perkins, of Toledo, the electrical engineer who de-
signed the plant, has followed the plan of directly connecting
the exciter to the main generator in all his recent installations,
and he claims it has worked out satisfactorily in every case.
It saves space and dispenses with considerable piping, and it is
claimed that the extra steam required to pull the added load
PIPING PLAN FOR POWER STATION OF CLEVELAND, PA I N ESVILLE & ASHTABULA RAILWAY
96
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
on the engine is insignificant. It gives a slow speed exciter
in place of a high-speed machine, which is likely to give trouble,
and Mr. Perkins claims there is no objection to giving the ex-
citer the same speed variation as that of the main generator.
The rotaries used are compounded rather heavily, and the
generators are run with a low-power factor on light loads.
With a variation of voltage of 10 per cent at the main power
TRANS FORM ICRS
AX I) WIRING IN
STATION
BASEMENT OF POWER
station, the voltage at the Geneva station 20 miles east is held
to within 1 per cent variation. One of these units has been
found amply large to handle the full load at all times. In ad-
dition to 29 miles of interurban road, with hourly headway, the
station assists in handling the Ashtabula city cars, and at times
takes care of the lighting load at Geneva, consisting of 70 arc
lamps and 1500 incandescents. The average output of the sta-
tion is 4500 ampere-hours per day. To supply this requires on
an average from 8 to 9 tons of run of
mine fuel, for which the company pays
$2.15 per ton, delivered. But six men are
used in the house — three in the engine
room and three in the boiler room. The
cost of current, including all overhead ex-
penses, has been brought down to very
close to 1 cent per kw, it is claimed.
A rotary sub-station is located in the
main power station, the rotary converter
being a 360-kw General Electric six-pole
machine, revolving at 500 r. p. m.. and
delivering 600 volts direct-current to the
line in that vicinity. Direjtlv below the
rotary in the basement are three 110-kw
Type H, oil-cooled, step-down transform-
ers. Current from the generators is deliv-
ered to these at 13,200 volts, and stepped
down to 370 volts, passing from them to
the rotary.
The accompanying illustration shows
the transformers in the basement, together
with the high-tension wiring running
to them. The high-tension wires are No. 4 copper, insulated
with y% in. of rubber, and they are carried in triangular ar-
rangement by means of a special three-way porcelain clamp
hung from the basement ceiling, as shown in the illustra-
tion.
The switchboard controlling the electrical apparatus in the
station is made up of 18 panels, finished in black, the entire
board being built into the wall separating the engine room
from the boiler room. Two steel I-beams support the board,
while the wall above is carried on another I-beam, and there
is an ornamental cornice above the board. All the wiring
comes up from the basement through wood and porcelain in-
sulators. Back of the switchboard, on a level with the engine
room and partitioned off from the boiler room with a sheet-
iron partition, is a separate room for the high-tension oil
switches. The oil switches are the G. E. Form I, hand-oper-
ated type, and they are hung from a pipe rack with special
clamps. The first two panels on the switchboard are blank for
indicator for future engines. The third and fourth panels con-
tain steam gages, vacuum gages and receiver gages. The third
and fourth panels are the d. c. feeder panels, containing cir-
cuit breakers, voltmeters, ammeters and switches. The fifth
panel controls the station lighting; current may be taken from
either of the exciter generators or from the city lighting sys-
tem by means of six double-throw double-pole switches, and
the board contains a voltmeter and an ammeter. The sixth
and seventh panels control respectively No. 1 generator and
its exciter, while the eighth and ninth control the second ma-
chine and its exciter; the machine panels have a. c. volt-
meters, ammeters, wattmeters, power-factor indicators and
mechanism operating oil switches, while the exciter panels have
ammeters, double-throw, double-pole field switches and three-
pole double-throw main switches. The exciter panels are ar-
ranged to work in multiple, with fields of generators in multiple
or with exciters feeding each separately. Each exciter is of
sufficient capacity to supply exciting current to both generators.
The next two panels control the high-tension feeders, and each
contains three ammeters, mechanism for operating oil switches
and automatic relays. The remaining three panels are blanks
for future feeders. The lightning arresters are standard G. E.
2000-volt arresters, arranged with four on each leg half way
to the ground, and three between the different legs and the
ground.
In addition to the sub-station in the main station, there are
three sub-stations, giving an average distance between sub-
stations of 7 miles. When the road was first projected, the
PORTABLE SUB-STATION ON
CLEVELAND,
RAILWAY
PAINESVILLE & ASHTABULA
company purchased the local lighting plant in Geneva, and
utilizes the building as a sub-station. Giving consideration to
the possibilities of consolidation with other neighboring roads
and desiring the extreme flexibility made possible by this sys-
tem, it was decided to place the other two sub-stations in box
cars and use them as floaters. One of them is located on a
siding near Madison, and the other at a siding two miles west
of Ashtabula. Two large standard steam flat cars were pur-
chased for this service, and a body 40 ft. long and 9 ft. high
July 16, 1904.]
STREET RAILWAY JOURNAL.
97
was built. No motors are used, and the cars are towed when
it is desired to change their position. In one end of the car is
a 360-kw rotary, and at the other end are three 110-kw oil-
cooled transformers. A direct-current board controlling the
d. c. side of the rotary and the two outgoing d. c. lines is
placed against the wall on one side, while across the center of
the car, forming a partition between the transformers and the
rotary, is the a. c. board containing three panels. The high-
tension line panels contain three ammeters, voltmeters, three-
pole double-throw 500 amp. quick-break switches, and switch
mechanism for the oil switches, which are at the end of the
car, 15 ft. back of the board, enclosed in marble partitions.
The line panels are equipped with automatic overload relays,
and there are automatic trips on the d. c. circuit breakers,
which cut out the station in case the high tension goes out.
There are no high-voltage lightning arresters in the car, but
the d. c. feeders are tied through lightning arresters. The
floater near Ashtabula supplies about 125 kw to the Ashtabula
city lines, while the station at Madison is designed to supply
lighting current for that village, as well as taking care of its
portion of the road.
The old Geneva lighting plant was equipped with two 100-hp
Erie boilers, a 100-hp Armington-Simms simple engine, belted
to a 150-kw G. E. three-phase a. c. 2300-volt generator, which
supplied both arc and incandescent loads in Geneva and the
neighboring village of Unionville. The railway converter was
placed immediately adjoining the lighting generator, and for
a time the latter was operated by means of a clutch, dispensing
with the engine. This did not prove entirely satisfactory, how-
ever, because the two machines were designed for different
speeds, and to obviate this difficulty a pulley was placed on the
end of the converter shaft and the two machines were belted
back to a jack shaft. As it was not considered economical to
run the main power station for the all-night load at Geneva, the
engine for the lighting plant was retained and used for the
SWITCHBOARD BUILT INTO WALL
night load. The scheme of changing the belts each day is not
altogether convenient, and it is the intention to install a 75-kw
generator, which will be belted to the rotary for the day ser-
vice, and then run the old outfit as originally designed for night
load. To take care of the irregularity of the speed of the gen-
erator when it is being driven by the rotary, a Chapman voltage
regulator has been installed. This is connected between the
exciter and field of generator, and the variation on the in-
candescent circuit has been reduced to one volt either way.
For the railway side of the house there are three Tio-kw trans-
formers, with a reactive coil between the transformers and
the rotary. The switchboards, oil switches and other apparatus
are practically the same as those in the floating sub-stations,
except that the station is protected by high-tension lightning
arresters. Following the latest practice, the rotaries in every
case are started from a half voltage tap on the low-tension side
of the transformers.
The Cleveland, Painesville & Ashtabula Railroad Company
has a capital stock, authorized and issued, of $1,000,000, with
LIGHTING PLANT IN GENEVA SUB-STATION
first mortgage bonds issued to the amount of $850,000, and
bonds in the treasury for future extensions of $150,000. The
road was placed in operation in November, 1903, but it was
not until May, 1904, that cars were operated to the center of
Painesville, owing to a controversy with the village authori-
ties. Since that time the property has been showing very sat-
isfactory earnings, and has more than earned its bond interest.
The officers of the company are: A. B. Cleveland, Unionville,
GRADE CROSSING PROTECTED BY INTERLOCKER ON CLEVELAND,
PAINESVILLE & ASHTABULA RAILWAY AND NICKEL
PLATE RAILROAD
president and general manager ; W. J. Hayes, Cleveland, vice-
president ; Miss M. A. Phillips, Cleveland, secretary and pur-
chasing agent: Joseph R. Kraus, Cleveland, treasurer: F. I!.
Perkins, Toledo, consulting engineer. The general offices of
the company are at Painesville, Ohio.
/
98
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 3.
RULES GOVERNING CAR WIRING AND EQUIPMENT OF CARS
The Underwriters' National Electrical Association will
shortly issue rules on car wiring and equipment of cars, which
have recently been adopted by that association. These rules
are the product of a special committee from the Underwriters'
National Electrical Association and a committee from the
American Street Railway Association appointed by President
Ely.
The following gentlemen constitute this conference:
On behalf of the Underwriters' National Electrical Associa-
tion : Ralph Sweetland, chairman, Electrical Engineer, New
England Insurance Exchange, Boston, Mass. ; William Mc-
Devitt, Chief Inspector, Philadelphia Board of Fire Under-
writers, Philadelphia, Pa. ; Bruce E. Loomis, Electrical Inspec-
tion Bureau, New York City.
On behalf of the American Street Railway Association : W.
A. Pearson, chairman, Electrical Engineer, New York City
Railway Company; Richard McCulloch, recently Assistant
General Manager of the Chicago City Railway Company, now
of the St. Louis Transit Company; C. B. King, Assistant to
the President, Detroit United Railway Company ; Henry M.
Ballard, Superintendent Car Equipment Shops, Boston Ele-
vated Railway Company ; E. A. Sturgis, Superintendent of
Motive Power and Machinery, Worcester Consolidated Street
Railway Company.
The conference also had the assistance of J. S. Pevear and
E. H. Nagelstack, of the engineering department of the Gen-
eral Electric Company; I. S. Perkins, of the engineering de-
partment of the Westinghouse Electric & Manufacturing Com-
pany ; C. M. Goddard, secretary of the Underwriters' National
Electrical Association; H. O. Lacount, of the Factory Mutual
Insurance Companies, and O. B. Johnson, of the Boston Board
of Fire Underwriters.
The compilation of rules on car wiring have been under
consideration, as many of the readers of this paper know, for
about a year. Numerous conference meetings have been held
by the commission during this time. The rules, which are given
below, are believed to cover the subject, at least as well as could
be expected, considering that the subject is entirely a new
one. The rules follow :
CAR WIRING SUPPLEMENT
TO THE 1903 EDITION OF THE "NATIONAL ELECTRICAL CODE."
Rules and Requirements of the National Board of Fire Under-
writers for the Equipment and Wiring of Electric Rail-
way Cars. As recommended by the Underwriters' Na-
tional Electric Association.
CLASS C— INSIDE WORK. LOW-CONSTANT-POTENT LAL SYS-
TEMS. 550 VOLTS OR LESS
32. Car Wiring and Equipment of Cars,
a. Protection of Car Body, etc.
r. Under side of car bodies to be protected by approved fire-
resisting insulating material, not less than % in. in thickness,
or by sheet iron or steel, not less than .04 in. in thickness, as
specified in Sections 2, 3 and 4. This protection to be pro-
vided over all electrical apparatus, such as motors with a ca-
pacity of over 75 hp, each, resistances, contactors, lightning
arresters, air-brake motors, etc., and also where wires are run.
except that protection may be omitted over wires designed to
carry 25 amperes or less if they are encased in metal conduit.
2. At motors of over 75 hp each, fire-resisting material or
sheet iron or steel to extend not less than 8 ins. beyond all
edges of openings in motors, and not less than 6 ins. beyond
motor leads on all sides.
3. Over resistances, contactors and lightning arresters, and
other electrical apparatus, excepting when amply protected by
their casing, fire-resisting material or sheet iron or steel to ex-
tend not less than 8 ins. beyond all edges of the devices.
4. Over conductors, not encased in conduit, and conductors
in conduit when designed to carry over 25 amps., unless the
conduit is so supported as to give not less than l/2 in. clear air
space between the conduit and the car, fire-resisting material
or sheet iron or steel to extend at least 6 ins. beyond conductors
on either side.
Note. — The fire-resisting insulating material or sheet iron or
steel may be omitted over cables made up of flameproof braided
outer covering when surrounded by J^-in. flameproof covering,
as called for by Section i, 4.
5. In all cases fireproof material or sheet iron or steel to have
joints well fitted, to be securely fastened to the sills, floor tim-
bers and cross-braces, and to have the whole surface treated
with a waterproof paint.
6. Cut-out and switch cabinets to be substantially made of
hard wood. The entire inside of cabinet to be lined with not
less than %-m. fire-resisting insulating material, which shall
be securely fastened to the woodwork, and after the fire-resist-
ing material is in place the inside of the cabinet shall be treated
with a waterproof paint.
b. Wires, Cables, Etc.
1. All conductors to be stranded, the allowable carrying ca-
pacity being determined by Table A, of Rule No. 16, except
that motor, trolley and resistance leads shall not be less than
No. 7 B. & S. gage, heater circuits not less than No. 12 B. & S.
gage, and lighting and other auxiliary circuits not less than
No. 14 B. & S. gage.
The current used in determining the size of motor, trolley
and resistance leads shall be a per cent of the full-load current,
based on one hour's run of the motor, as given by the following
table :
Size each Motor Trolley Resistance
motor. Leads. Leads. Leads.
75 hp or less. .. . 50% 40% 15%
Over 75 hp 45% 35% 15%
Note. — Fixture wire complying with Rule No. 46 will be per-
mitted for wiring approved clusters.
2. To have an insulation and braid as called for by Rule No.
41 for wires carrying currents of the same potential.
3. When run in metal conduit, to be protected by an ad-
ditional braid as called for by Rule No. 47.
Note. — Where conductors are laid in conduit, not being drawn
through, the additional braid will not be required.
4. When not in conduit, in approved moulding, or when not
in cables surrounded by J/g-in. flame-proof covering, to be pro-
tected by an additional flame-proof braid, at least 1-32 in. in
thickness, the outside being saturated with a preservative flame-
proof compound.
Note. — This rule will be interpreted to include the leads from
the motors.
5. Must be so spliced or joined as to be both mechanically
and electrically secure without solder. The joints must then
be soldered and covered with an insulation equal to that on the
conductors.
Note. — This rule will not be construed to apply to connection
of leads to' motors, plows, or third-rail shoes.
6. All connections of cables to cut-outs, switches and fittings,
except those to controller-connection boards, when designed to
carry over 25 amps., must be provided with lugs or terminals
soldered to the cable, and securely fastened to the device by
bolts, screws, or by clamping ; or, the end of the cable, after
the insulation is removed, shall be dipped in solder and be fast-
ened into the device by at least two set screws having check
nuts.
All connections for conductors to fittings, etc., designed to
carry less than 25 amps., must be provided with turned-up lugs
that will grip the conductor between the screw and the lug,
the screws being provided with flat washers ; or by block ter-
minals having two set screws, and the end of the conductors
must be dipped in solder. Soldering, in addition to the con-
nection of the binding screws, is strongly recommended, and
will be insisted on when above requirements are not complied
with.
July 16, 1904.]
STREET RAILWAY JOURNAL.
99
Note. — This rule will not be construed to apply to circuits
where the maximum potential is not over 25 volts and current
does not exceed 5 amperes.
c. Cut-outs, Circuit Breakers and Switches.
1. All cut-outs and switches having exposed live metal parts
to be located in cabinets. Cut-outs and switches, not in iron
boxes or in cabinets, shall be mounted on not less than J^-in.
fire-resisting insulating material, which shall project at least
J/2 in. beyond all sides of the cut-out cr switch.
2. Cut-outs to be of the approved cartridge or approved
blow-out type.
3. All switches contrelling circuits of over 5 amp. capacity
shall be of approved single-pole, quick-break, or approved mag-
netic blow-out type.
Switches controlling circuits of 5 amp. or less capacity may
be of the approved single-pole, double-break, snap type.
4. Circuit breakers to be of approved type.
5. Circuits must not be fused above their safe carrying ca-
pacity.
6. A cut-out must be placed as near as possible to the current
collector, so that the opening of the fuse in this cut-out will cut
off all current from the car.
Note. — When cars are operated by metallic return circuits,
with the circuit breakers connected to both sides of the circuit,
no fuses in addition to the circuit breakers will be required.
d. Conduit.
Note. — When from the nature of the case, or on account of the
size of the conductors, the ordinary pipe and junction box con-
struction is not permissible, a special form of conduit system may
be used, provided the general requirements as given below are
complied with.
1. Metal conduits, outlet and junction boxes to be constructed
in accordance with Rule No. 49, except that conduit for light-
ing circuits need not be over 5-16 in. internal diameter and
in. external diameter, and for heating and air-motor circuits
need not be over 1/% in. internal diameter and 9-16 in. external
diameter, and all conduits where exposed to dampness must be
water tight.
2. Must be continuous between and be firmly secured into all
outlet or junction boxes and fittings, making a thorough me-
chanical and electrical connection between same.
3. Metal conduits, where they enter all outlet or junction
boxes and fittings, must be provided with approved bushings
fitted so as to protect cables from abrasion.
4. Except as noted in Section i, 2, must have the metal of
the conduit permanently and effectively grounded.
5. Junction and outlet boxes must be installed in such a man-
ner as to be accessible.
6. All conduits, outlets, or junction boxes and fittings to be
firmly and substantially fastened to the framework of the car.
e. Moulding.
1. To consist of a backing and a capping, and to be con-
structed of fire-resistng insulating material, except where cir-
cuits which they are designed to support are nominally not ex-
posed to moisture, they may be construed of hard wood.
2. When constructed of fire-resisting insulating material, the
backing shall be not less than *4 m- m thickness and be of a
width sufficient to extend not less than 1: in. beyond conductors
at sides.
The capping, to be not less than y% in. in thickness, shall
cover and extend at least -)4 in. beyond conductors on either
side.
The joints in the moulding shall be mitred to fit close, the
whole material being firmly secured in place by screws or nails,
and treated on the inside and outside with a waterproof paint.
Note. — When fire-resisting moulding is used over surfaces al-
ready protected by Ya-'m. fire-resisting insulating material, no
backing will be required.
3. Wooden mouldings must lie so constructed as to thorough-
ly encase the wire and provide a thickness of not less than
Y% in. at the sides and back of the conductors, the capping being
not less than 3-16 in. in thickness. Must have both outside and
inside two coats of waterproof paint.
The backing and the capping shall be secured in place by
screws.
f. Lighting and Lighting Circuits.
1. Outlets to be provided with either single lamps of not over
32 cp, the lamps being supported in approved porcelain recep-
tacles, or with approved clusters.
2. Circuits to be run in approved metal conduit, or approved
moulding.
3. When metal conduit is used, except for sign lights, all
outlets to be provided with approved outlet boxes.
4. At outlet boxes, except where approved clusters are used,
porcelain receptacles to be fastened to the inside of the box,
and the metal cover to have an insulating bushing around open-
ing for the lamp.
When approved clusters are used, the cluster shall be thor-
oughly insulated from the metal conduit, being mounted on
blocks of hardwood or fire-resisting insulating material.
5. Where conductors are run in moulding the porcelain re-
ceptacles or cluster to be mounted on blocks of hard wood or
of fireproof insulating material.
g. Heaters and Heating Circuits.
1. Heaters to be of approved type.
2. Panel heaters to be so constructed and located that when
heaters are in place all current-carrying parts will be at least
4 ins. from all woodwork.
Heaters for cross-seats to be so located that current-carrying
parts will be at least 6 inches below under side of seat, unless
under side of seat is protected by not less than }i-in. fire-resist-
ing insulating material, or .04 in. sheet metal, with 1 in. air
space over same, when the distance may be reduced to 3 ins.
3. Circuits to be run in approved metal conduit, in approved
moulding, or if the location of conductors is such as will per-
mit an air space of not less than 2 ins. on all sides, except from
the surface wired over, they may be supported on porcelain
knobs or cleats, provided the knobs or cleats are mounted on
not less than 'J-^-in. fire-resisting insulating material extending
at least 3 ins. beyond conductors at either side, the supports
raising the conductors not less than ]/2 in. from the surface
wired over, and being not over 12 ins. apart.
h. Air Pump Motor and Circuits.
1. Circuits to be run in approved metal conduit or in ap-
proved moulding, except that when run below the floor of the
car they may be supported on porcelain knobs or cleats, pro-
vided the supports raise the conductor at least y2 in. from the
surface wired over and are not over 12 ins. apart.
2. Automatic control to be enclosed in an approved metal
box. Air pump and motor, when enclosed, to be in approved
metal box or a wooden box lined with metal of not less than
1-32 in. in thickness.
When conductors are run in metal conduit, the boxes sur-
rounding automatic control and air pump and motor may serve
as outlet boxes.
i. Main Motor Circuits and Devices.
1. Conductors connecting between trolley stand and main
cut-out or circuit breakers in hood, to enter car through ap-
proved bushings, or to be protected where wires enter car to
prevent ingress of moisture.
2. Conductors connecting between third-rail shoes on same
truck, to be supported in an approved fire-resisting insulating
moulding, or in approved iron conduit supported by soft rubber
or other approved insulated cleats.
3. Conductors on the under side of the car, except as noted
in No. 4, to be supported in accordance with one of the follow-
ing:
a. To be run in approved metal conduit, junction boxes
being provided where branches in conduit are made, and outlet
boxes where conductors leave conduit.
TOO
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
b. To be run in approved fire-resisting insulating mould-
ing.
c. To be supported by insulating cleats, the supports being
not over 12 ins. apart.
4. Conductors, with flame-proof braided outer covering, con-
necting between controllers at either end of car, or, controllers
and contactors may be run as a cable, provided the cable where
exposed to the weather is encased in a canvas hose or canvas
tape, thoroughly taped or sewed at ends and where taps from
the cable are made, and the hose or tape enters the controllers.
Conductors with or without flame-proof braided outer cov-
ering connecting between controllers at either end of the car,
or, controllers and contactors may be run as a cable, provided
the cable throughout its entire length is surrounded by J^-in.
flame-proof covering, thoroughly taped or sewed at ends, or
where taps from cable are made, and the flame-proof covering
enters the controllers.
Cables, where run below floor of car, may be supported by
approved insulating straps or cleats. Where run above floor
of car, to be in a metal conduit or wooden box painted on the
inside with not less than two coats of flame-proof paint, and
wherp this box is so placed that it is exposed to wate,, as by
washing of the car floor, attention should ne given to making
the box reasonably waterproof.
Canvas hose or tape, or flame-proof material surrounding
cables after conductors are in same, to have not less than two
coats of waterproof insulating material.
5. Motors to be so drilled that, on double-truck cars, con-
necting cables can leave motor on side nearest to king bolt.
6. Resistances to be so located that there will be at least 6 in.
air space between resistances proper and fire-resisting material
of the car. To be mounted on iron supports, being insulated
by non-combustible bushings or washers, or, the iron supports
shall have at least 2 ins. of insulating surface between them
and metal work of car; or, the resistances may be mounted on
hardwood bars, supported by iron stirrups, which shall have
not less than 2 ins. of insulating surface between foot of re-
sistance and metal stirrup, the entire surface of the bar being
covered with at least J^-in. fire-resisting insulating material.
The insulation of the conductor, for about 6 ins. from ter-
minal of the resistance, should be replaced, if any insulation
is necessary, by a porcelain bushing or asbestos sleeve.
7. Controllers to be raised above platform of car by a not
less than 1 in. hardwood block, the block being fitted and painted
to prevent moisture working in between it and the platform.
j. Lightning Arresters.
1. To be preferably located to protect all auxiliary circuits
in addition to main motor circuits.
2. The ground conductor shall be not less than No. 6 B. & S.
gage, run with as few kinks and bends as possible, and be se-
curely grounded.
k. General Rules.
1. When passing through floors, conductors or cables must
be protected by approved insulating bushings, which shall fit
the conductor or cable as closely as possible.
2. Moulding should never be concealed except where readily
accessible. Conductors should never be tacked into mouldings.
3. Short bends in conductors should be avoided where pos-
sible.
4. Sharp edges in conduit or in moulding must be smoothed
to prevent injury to conductors.
NOTE.
The foregoing rules are laid down as embodying the prin-
cipal precautions necessary in safeguarding street railway cars
from the fire hazard of their own electrical appliances. It is
not expected that old equipments will be rapidly brought up to
this standard, but it should be required that all new equipments
and repairs to old equipments closely follow the rules.
CORRESPONDENCE
THE NEW YORK CENTRAL ELECTRIC LOCOMOTIVE
New York, July 4, 1904.
Editors Street Railway Journal :
I have read with great interest the description appearing in
your issue of June 4 of the motors which are to be employed
in the locomotives in the New York Central tunnel. If I un-
derstand the illustration and figures correctly, these motors are
to be gearless. The armature is to suround the axle, and lacks
only 10 ins. or 15 ins. of the diameter of the 44-in. driving-
wheels. Moreover, the armature and commutator fully fill
the space from wheel to wheel. The iron work composing the
locomotive frame also does duty as a return magnetic circuit,
and is spring-suspended from the axle. The pole pieces of the
motor are mounted on cross members between the side frames
of the locomotive. In order that the up and down motion of
the frame shall not cause the armature to come in contact with
the pole pieces, the machine is made bi-polar, with horizontal
salient poles, and the faces of the latter are to be vertical plane
surfaces, without the usual polar arc. The brushes are mounted
on spider-like arms, which are fastened to the axle box, reach
around the driving wheels and support the brushes on opposite
ends of a diameter. No figures are given as to the number of
armature conductors, or the field strength, or the number of
turns on the field bobbin, and therefore in many respects there
is still room for much speculation as to details.
I think I am safe in saying that many of the engineering
profession will agree that did not this marvelous combination
bear the seal of approval of a large manufacturing company,
and of experts in its employ whose opinion we have long since
learned to value, the whole arrangement would be in danger of
criticism as fanciful and impractical. Under the present status,
and considering the large size of the motor, one can only say
that the proposition stands without precedent as the boldest
move that has yet been made in railway motor design, the al-
ternating series motor not excepted.
As no specific data have been given, one can only speculate,
but some of the speculations seem to be very pertinent.
The magnetic circuit of the motor is exceedingly interesting
from a designer's point of view. Truly, recent series railway
motors are teaching us that the volumes that have been written
on design are largely superfluous. All that seems to be neces-
sary in modern railway motor design is to boldly construct, re-
gardless of magnetic proportions or time-honored traditions,
and produce a result that is satisfactory without any particular
reason therefor. Certain it is that unless the able designers of
this motor elect to expound or to build something entirely
different from that which has been illustrated, we shall have a
mysterious machine which will take its place alongside certain
well-known arc dynamos which work well in spite of their de-
sign.
Discussing the details of the machine as it is described and
illustrated, and considering further the magnetic circuit, its
dimensions as shown seem insufficient from a magnetic stand-
point. Comparing these with the armature diameter and re-
membering that the machine is a bipolar one, we are forced
to the conclusion that the density in the armature is very low;
in fact, nothing like what has previously been good railway
practice. Even if the cross members on which the pole pieces
are mounted had depth to touch the rails, their section seems
insufficient, and so arranged they would form a serious obstacle
to brake-shoes and kindred mechanism. Small flux means
many armature conductors if large torque is to be secured, and
many armature conductors and small flux means field distortion
and variable points of commutation.
The gap space is a still more wonderful creation. One cer-
tainly cannot accuse the machine of lack of graded field for
July 16, 1904.]
STREET RAILWAY JOURNAL.
101
commutation purposes. Even the minimum air gap at the point
of tangency must be not only large, but variable, for one-eighth
of an inch is close railroad mechanics in fitting axle boxes to
pedestal jaws.
Figures may tell a different story, but looking at the wash
drawing, for it is obviously not a photograph of the machine
itself, and having appreciated the poverty of iron in the mag-
netic circuit as far as the drawing will permit, the additional
reluctance of the gap space, and the obvious magnitude of the
leakage coefficient, causes one to look doubtfully at the rather
diminutive field bobbin there portrayed, and still the wonder
grows.
Accustomed as we are to railroad motor commutation which
is prevented from pyrotechnics only by the grasp of an over-
mastering field flux, it becomes a matter of congratulation that
the machine is bipolar, and evidently has many bars between
the brushes.
The commutator itself is depicted of noble dimensions. From
the appearance of the drawing one may gather that it clears
the tops of the rails by only 10 ins. The armature perhaps
escapes the rail by a matter of 8 ins., and if the picture is to be
believed, one cannot complain of lack of ventilation. The open
motor has not proved entirely satisfactory on elevated railway
work where the permanent way is comparatively clean, and if
the structure as depicted in your columns is to be actually put
in service on the New York Central installation, then the days
of motor curtains have surely returned. When one considers
this large commutator receiving as it does 600 amps, at a po-
tential of 650 volts, and delivering the same to an armature
which revolves in a field of very doubtful characteristics, and
considerably exposed at best to the splash of water and mud
from the wheels, one can be pardoned for wondering why it
is not reasonable to expect that the machine might spill over
at the brushes. A spill-over on a machine of such dimensions
is a formidable catastrophe. The fertile imagination has
visions of a most edifying newspaper description of the elec-
tric demon of the tunnel proceeding on four thunderous Cath-
erine wheels of blue flame.
Surely, the designers for the New York Central tunnel loco^
motive have taken all these matters into consideration, and
have good answers to all of these questions. I must confess
that I await with interest the reasons for justifying the remark-
able designs submitted, for they must not only be very convinc-
ing, but must almost contain a new principle.
Perhaps after all we have not seen the motors, but only the
preliminary dream of some well-meaning artist of the publish-
ing department. Every reliable and energetic manufacturing
concern has made many pictures of machines that were never
built, and this may be one of them.
George T. Hanchett.
♦♦♦ — -
THE DEPRECIATION PROBLEM
Denver, Col., June 30, 1904.
Editors Street Railway Journal:
It is a singular fact that the owners and managers of roads
will devote the most painstaking attention to methods of cutting
down operating expenses which can be directly expressed in
dollars and cents, and yet largely overlook the indefinite, and
yet important, questions of depreciation, simply because so
many uncertainties are involved in the life of their plants.
The electric railway offers an admirable opportunity for
the study of depreciation, composed as it is of a great variety
of physical features. On a large system, the mechanical depart-
ment deals with an enormous multiplication of parts of ma-
chinery, and the material is at hand to enable very interesting
and accurate data to be collected upon the life of every kind of
apparatus, from brake-shoes to car cushions. Ask the master
mechanic how long his motors last in service and he will prob-
ably be able to answer you with pretty fair accuracy, but it is
another story when we dissect the machinery and endeavor to
form a correct notion of the depreciation of brushes, com-
mutators, bearings and armature shafts. The point which 1
wish to make is, that while there may be what the psychologists
call a "sub-conscious impression" prevalent in the minds of the
mechanical force as to how long apparatus lives in service
under varying conditions, there is an unfortunate absence of
exact information in the company's files based upon experience.
It is all the more important that each company should secure
this kind of data from its own costly experience, because the
conditions of operation vary so widely on different roads. In a
good many cases it is possible to disentangle from the records
of shop repairs a vast amount of data upon the cost of main-
taining the plant, but in other instances the entire energy of
the mechanical department is used up in keeping the road
moving, records of money spent on repairs being simply kept
in the aggregate, as, for example, "$500 in a certain month was
expended upon car equipment" — not the slightest intimation
being given as to how much went to motors, controllers or
trucks.
It is a notable fact that there are few things which the prac-
tical mechanic in a street railway repair shop dislikes doing
more than preparing a report or "doing bookkeeping" in con-
nection with his work. He would much prefer to be let severely
alone with his tools and the diseases which they cure, and the
writer has considerable sympathy with this point of view.
Certainly, the repair-man's first duty is to keep the rolling stock
in condition to move, and on a busy system if such a man should
devote the necessary time to getting together all this data upon
depreciation, the chances are that in a short time the road would
find itself crippled for cars, or else short of power in the engine
room.
In the writer's judgment, this is a task which should fall to
the auditing department. What is needed is co-operation be-
tween the mechanical man and his clerical brother, if results
are to be secured which will be valuable. The problem is
simply one of properly recording every expense which is in-
curred in the life of a given piece of apparatus, with the dates
of repairs, and some data as to the conditions under which it
works. The card catalogue lends itself admirably to this sort
of problem, and one of the best things about it is the ease with
which it may be kept up to date. As an experiment it may be
begun in a small way and with a very few items, such as car
bodies, motors, controllers, wiring, trucks, brakes, engines, gen-
erators, boilers, switchboards, condensers, pumps, piping, track
and overhead lines. Steadily such a system will prove its value
and expand to meet the growing plant and rolling stock equip-
ment. A daily visit to the repair shop by one of the auditing
clerks will generally enable sufficient data to be filled in the card
catalogue to permit accurate study of depreciation. On very
large systems it is profitable to have a single clerk devote most
of his time to gathering information upon this branch of elec-
tric railway economies.
It may very properly be asked, "What is the use of all this
data after you have collected it ?" The value of it lies in the
power conferred upon the company to put its finger upon any
unusual departure from regular operation which is a source of
waste, and which might otherwise run along to the tune of
many hundred dollars a year, unnoticed and unrelieved. There
is abundant room for the exercise of graphical diagrams. Even
with great care in purchasing, the quality of materials is likely
to vary from time to time, and if this variation appears in the
auditing department's maintenance record, as it is bound to do
if the quality of materials deteriorates, there is a pretty good
chance of its being discovered in time to prevent undue losses
occurring. The electric railway can well afford to take a leaf
from the book of the modern manufacturer in regard to study-
ing (leprec'at'on. instituting economies in operation, and- re-
STREET RAILWAY JOURNAL.
[Vol. XXIV. No 3.
placing old apparatus by new when it has ceased to be the most
profitable known method of accomplishing a given result. Any-
thing which can bring the different departments of a large
transportation system into closer working harmony and ap-
preciation of each other's problems, is bound to produce a
lasting benefit and constitute an influence toward better
economy. H. S. Knowlton.
♦♦♦
on a number of the lines. Statistics as to the cars operated
and other essential factors in connection with the system of
feeder distribution of the different lines will be found in the
tables already referred to in the Street Railway Journal
for June 18.
MANAGER PECK, OF SCHENECTADY RAILWAY, GIVES EN-
TERTAINMENT TO RAILWAY OFFICIALS.
POWER DISTRIBUTION ON INDIANA 1NTERURBAN RAILWAYS
An abstract was published in the June 18 issue of the Street
Railway Journal, of a paper presented by Robert P. Woods,
of Townsend, Reed & Company, before the Indiana Engineer-
General Manager Edward F. Peck, of the Schenectady Rail-
way Company, of Schenectady, N. Y., recently entertained
prominent railway officials. The party left the office of the
company on State Street in a private car — one of the hand-
some new coaches constructed expressly for the service upon
the new Ballston division of the company. Upon their arrival
Illinois 1 Indiana
7f0bY rorsythe
Michigan City
if
anion
ms^t. Chicago @
laporle &
5Y5TEM5 IN OPERA flON
J AN. 1 6. 1304.
Line
//id/tina
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Bern /$ Osceola
ir^Biuffton
A/a/ne
68.6 1 Indianapolis &Nortlwisitrn rr.co.
z9.o z Indianapolis &Cincinnofi Tr.Co.
CShelbyville Division)
233 3 Evansviilest Princeton Tr.Co.
Gotten 6.4 4 Louisville &3>Mana jr.co.
45.0 s Ft.Warne&southwestern In Co.
33.2 6 Wabash-Logansport Tr.Co
/ / 14.0 7 Indianapolis Coal Trac. Co.
(p/a/Me/d line)
■^jiinona 30 0 e fnd/dnafi&Martinsviile Rapid Tr. CO.
la/re i.0 9 doulhdind&do.McnM Co.
27.0 10 Indiana Hallway Co.
2zn Wn~ona bwarsaiv RKCa
1633 iz Indiana Union TracfionCo.
107 13 CincinnalUa^renceburg aurora
deefnefirtxeo.
as n Mdmo.Mar/on&wesin TrCO.
(,30 is Indianapolis si asrern Tr.Co.
19.3 16 Richmond Jt.&InierurunMCo
4.5 n barton & Western Trac.Cb.
13.3 tottommon0hitinq& C.Chicago,
Electric nr.
4/5/9 Indpls. Columbus & southm. Tr.Co.
135 20 Chicago • &douib Jfiare R/.0;
1st /*4<s m2\Munck,tiarrrord&Ff.mnenY.Go.
JO 7/4§ __?40 22 Tern Haute Clzctnc CO.
Track Laid- Not in DP£/?AT/m
23i|/ Lebanon to craw fordavii/t
4z(> iz KoKomo ro Ten/:
_ \/(o?<pmo fo L ogansporr.
1&7
tlamiaiic i
/OUys/lte. Iff
Columuus
Circular Mils = CM.
Valts it
Copper = CO.
ir/diona^ otiio Aluminum = Alum.
v.\Hamstt> 0000 = %
'i/ai/erJ^Sj^T^L d"fgons
lamncm^^SP^*' M
jurora./®* ™cm
/0 7 mi in IndfCmcL
INTERURBAN
RAILWAYS
□r
INDIANA
FjoBERT P. Wd q.d :
M.AM.SOC.C.E.
' JM.li.IJ04.
POWER AND TRANSMISSION SYSTEMS OF INTERURBAN RAILWAYS OF INDIANA
ing Society, giving particulars of the interurban electric rail-
ways in that State. Several tables of statistics of all of the
Indiana interurban lines were published in that issue, together
with a diagram showing the different forms of overhead con-
struction in use. The accompanying diagram, showing the lay-
out of the feeder systems of the different interurban electric
railways, was also presented at that meeting and is published
herewith ; it is particularly interesting in view of the extent
of the Indiana interurban railways, and the high voltages used
at Ballston Lake the party embarked in a yacht and enjoyed a
sail. Later the guests were entertained at Captain Guy
Baker's. The guests included General Manager J. N. Shanna-
han, of the Fonda, Johnstown & Gloversville Railroad; General
Manager George G. Blakeslee, of the Albany & Hudson Rail-
way; General Manager C. Loomis Allen, of the Utica & Mo-
hawk Valley Railway ; Chief Engineer C. C. Lewis, of the
Schenectady Railway Company, and Secretary and Treasurer
James O. Carr, of the Schenectady Railway Company.
July 16, 1904.]
V
STREET RAILWAY JOURNAL.
103
NEW CARS FOR THE SCHENECTADY RAILWAY COMPANY
J. M. Jones' Sons, of Watervliet, N. Y., have recently built
for the Schenectady Railway Company, of Schenectady, N. Y.,
six fine interurban cars of the type shown in the accompanying
illustration. The general dimensions of these cars are: Length,
over all, 51 ft.; length over body, 41 ft.; width over all, 8 ft.
9 ins. ; height from rail to top of trolley board, 13 ft.
The framing of these cars follows the best steam car con-
struction, being furnished with steel platforms, 7-in. I-beam
side sills and double posts for insuring great strength and
rigidity. There are fourteen windows on each side, the win-
dow arching being in Colonial style, having polished plate glass
in sash and cathedral opalescent glass in the fanlights. The
fixtures for both the side and vestibule windows were furnished
by the O. M. Edwards Company, of Syracuse, N. Y.
Each car is divided into a passenger and a smoking compart-
partment. The regular compartment has eighteen cross-seats
and two longitudinal spring-cushion seats. These seats have
high backs, with head rolls and arm rests on the aisle end, and
are upholstered in Epingle, an English covering of handsome
design. The smoker has six cross-seats and two longitudinal
seats, of the same type as those used in regular passenger com-
partment, except that the covering is of dark leather. All seats
gold letters through the center, and the ends having corner
ornaments of gold. The roof color is a dark Pullman.
The electrical equipment consists of four G. E. No. 66 mo-
tors, geared for 70 miles an hour, and operated by Type M
control. These motors are mounted on the American Locomo-
tive Company's M. C. B. trucks, which have 34-in. wheels and
a 6 ft. 6 in. wheel-base. The air brakes are of the General
Electric Company's straight-air type, and the arc headlights
are also of that company's manufacture. The lower part of
the car is also fireproofed by Transite boards.
Reference has already been made to the window and trap-
door designs, but as these possess several interesting features,
they will now be described in detail.
The style of window design adopted for the side windows of
all the cars is known as No. 7-B1. In this design of window,
having a single sash in two parts, the sash is connected with
the spring roller sash balance by two chains arranged to draw
at an angle and not overlap in winding and unwinding upon
the roller. These chains are attached to the sash by a rock-
shaft having the two ends extending at an angle to each other,
where the chains are attached so that the rock shaft will ro-
tate in its bearings to give and take any variations as the chains
wind and unwind upon the roller in raising or lowering the
window, thereby causing the chains to pull with equal tension.
TNTKRURRAN CAR FOR THE SCHENECTADY RAILWAY COMPANY
are of Hale & Kilburn manufacture. The ceiling is of full Em-
pire design and painted a light green, with no decoration, the
effect of the moulding arrangement being considered more
pleasing. Continuous parcel racks, made of bronze, extend
throughout the car on both sides. Coat and hat hooks are also
furnished, in addition to register fixtures, bell-rope hangers,
ventilator openers, etc.
The interior finish is of solid mahogany throughout, inlaid
with marquetry work, the mouldings being plain, with rounded
edges, to prevent the accumulation of dust in the depressed sur-
faces. The passenger compartment is illuminated by four four-
lamp clusters of incandescent lamps, while one five-lamp cluster
serves to light the smoking compartment. Each cluster is en-
cased by a 12-in. Holophane globe, with bronze trimmings.
The platforms are each furnished with one Holophane globe.
The side curtains are of Pantasote. The cars will be heated
according to the Peter Smith hot-water system, the pipes ex-
tending along the sides of the car and the heater being placed
in one end of the smoker.
The platforms are arranged on one side of the center, with
a partition for the motorman's cab. The cab in the smoker-
end contains a slate panel, on which are placed all switches,
etc., all enclosed by a casing lined with the H. W. Johns-Man-
ville Company's new fireproofing material known as "Tran-
site." The step-opening arrangement in the platforms is of
Edwards' design.
The car exteriors are painted in the Schenectady Railway
Company's standard colors, the body being maroon, with black
and nickel striping, the name of the company appearing in large
The spindle end of the roller is received in a worm-gear roller
bracket, by which the spring in the roller can be adjusted as
desired without removing the roller from the brackets or dis-
turbing the finish. This is accomplished by inserting a socket
wrench through an opening provided in the finish and engaging
with the end of the worm projecting from the bracket. The
roller brackets have extending flanges designed to receive the
sash when raised to its limit, and the sash is provided with
rubber buffers placed to strike against the bracket flange.
In this style it is intended that the roller shall be adjusted
to balance the sash. At each of the two sides of the window
a metal bar is applied to the stop casings having a bearing sur-
face at an angle to the inside surface of the sash. At each of
the two bottom corners of the sash a lock is placed having a
beveled bolt operated by a pivoted lever or finger latch, the
bevel bolt being normally held by a spring against the level
surface of the bar upon the stop casing, thereby wedging the
sash firmly against the outside stops at the bottom of the win-
dow with a yielding pressure which is self-adjusting to varying
conditions, such as shrinking or swelling of the wood, and al-
ways maintaining a tight joint at this point, excluding dust and
cinders from the car and preventing any rattling or play of the
sash. The stop bars have recesses near the bottom ends de-
signed to receive the bevel bolts and to lock the sash when in a
closed position. The length of the stop bars is determined by
the raise of the sash and the corresponding travel of the lock
bolt with which they engage.
At each of the two sides of the window a roller-bearing is
applied to the stop casings a distance above the stop bars, ar-
104
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
ranged to bear against the two top corners of the sash when
the sash is in a closed position, holding the sash securely against
the outside stops at the top of the window with a yielding press-
ure which is self-adjusting to varying conditions, and main-
taining a tight joint at the top of the sash. Weather stripping
is
w
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if i 1 •
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Stwt Ry.Journal
EXTENSION PLATFORM TRAP DOOR. DESIGN S
is provided at both the top and bottom edges of the sash, ap-
plied so as to maintain a tight joint at these two places. In
operating the sash the bevel bolts are withdrawn, when the
sash is readily raised or lowered by hand, the pressure of the
roller-bearing always remaining against the sash.
For the vestibules of all the cars, the company's window de-
sign No. 8 is employed. In this pattern the sash is connected
at its lower edge with a spring-roller sash balance, located be-
neath the sill by a linen band, the arrangement being such that
the sash lowers beneath the sill to open the window. The
spring in the roller is adjusted in the same manner as in win-
dow design No. 7-B1. In this type it is intended that the roller
shall be adjusted to raise the sash automatically, and to close
the window when the sash is released and free to move. The
two stop casings, which form the finish at the sides of the win-
dow, are connected at their lower ends by a sill piece, and are
pivoted at their upper ends, the three pieces forming a pivoted
frame, which is normally held against the sash when the win-
dow is closed or partly open, by two springs, one at each side,
forcing the sash against the outer stops with a pressure which
adjusts itself to varying conditions.
When the window is closed the sash rests upon the sill over
a slightly projecting ledge. To open the window, the sash is
lifted to clear the ledge and the stop frame withdrawn, when
the sash, by connection with the spring-roller sash-lift, is drawn
to a position where it can be readily pushed down against the
stress of the roller into the pocket beneath the sill. The con-
struction is such that the sill piece of the pivoted frame is with-
drawn to release the sash, which, when thus released, will raise
automatically by means of the roller sash-lift and its connect-
ing band to a point where it is only necessary to lift the sash
over the projecting ledge of the sill to its intended position.
The sash will be held at any point in a partly open position by
pressure of the pivoted frame. This design, with varying con-
struction, is especially adapted to all windows having sash
which lower to open the window.
The following is a description of the Edwards type "S" trap-
doors used on the Schenectady cars :
The trap-door is attached to the hinge, being received be-
tween the flanges, which are screwed to the door above and be-
neath. The hinge is pivoted at its two ends by brackets or
journal bearings, one being attached to the step timber, and
the other to the end of the car. The door is supported in a
closed position at its opposite edge by a support bar held by
brackets screwed to the platform and sill, openings being left
back of the bar to allow snow or other material to fall through,
thus giving the door proper freedom to close. The hinge is
designed to receive either two or three flat spring bars, as the
weight of the door may demand. These bars extend through-
out the length of the hinge, and are held at one end in the hinge
and at the other end in a ratchet wheel located in the bracket
or journal-bearing, which is attached to the end of the car.
The ratchet wheel is normally held by a wedge piece inserted
through an opening in the bracket case to engage the teeth
of the ratchet wheel, and also has a nut extending through the
bracket case to adjust the torsion of the spring bars, it being
intended that the springs shall be adjusted to open the door
automatically when released by the operating means.
A lock is located in the front edge of the door having a
pivoted bolt designed to engage with the keeper-plate located
opposite in the platform end sill to lock the door in a closed
position. The operating means to raise the door embraces
two operating handles, consisting of rods threaded at one end
to screw into the casting, which casting is received in a recess
in the platform end sill, the rods being fitted at the other ends
by handle knobs. One handle extending above the platform
is held at its upper end by a bracket attached to the vestibule
side wall, designed to be operated within the vestibule above
the platform. The other handle, extending through the end
sill, is designed to operate the door from beneath the platform.
The casting to which these two handles are attached and which
Street Ry. Journal
PLAN SHOWING APPLICATION OF WINDOW FIXTURES.
is located in a recess in the platform end sill is so designed that
by an upward movement the lock bolt is first withdrawn or
forced back by the inclined surface of this casting designed to
contact with the lock bolt to release the door, and then, should
the door stick or be bound by the platform, the knocker-end of
the casting is brought in contact with the bottom of the door
to loosen and start the door a sufficient distance to insure its
July 16, 1904.]
STREET RAILWAY JOURNAL.
opening automatically. This arrangement does away with the
necessity of a hand-lift in the top surface of the door. One-
eighth inch clearance should be provided between the edges of
the door and the platform. The trap-door is received upon its
one side by a molded piece applied to the vestibule side door,
and a molded piece is also applied in a manner to close the open-
ing between the trap-door hinge and the end of the car.
This door is especially adapted and intended for the needs of
vestibuled street and interurban cars. The simplicity and ease
of appliances and maintenance of this door has brought it into
general favor upon this class of cars.
above that of ordinary operation. If, for example, the motor
has been running at a load of 35 amps, at 300 volts for such a
time that a temperature of 75 deg. has been reached, it may
then be operated for \y2 hours at a load requiring 373/2 amps.,
THE WESTINGHOUSE NO. 101 RAILWAY MOTOR
The No. 101 railway motor has recently been brought out by
the Westinghouse Electric & Manufacturing Company to supply
the demand for a motor of about 40 hp nominal rating. Under
usual conditions of operation, a double equipment of these mo-
tors is suitable for single-truck cars, weighing from 16,000 to
18,000 lbs., without equipment or load, and for double-truck
cars of equal or slightly greater weight. A quadruple equip-
ment will, under similar conditions, successfully operate a
double-truck car weighing approximately 30,000 lbs., exclusive
of equipment and load. Schedule and running speeds, fre-
quency of stops, construction of track, grades and other con-
ditions of installation and operation must, of course, be more
definitely expressed before an exact determination can be made.
The No. 101 motor, as stated, has a nominal rating at 500
volts of 40 hp for one hour. The curves herewith indicate
more exactly the performance characteristics of the motor un-
der the given conditions of gearing, load and speed. The motor
has a continuous capacity of 35 amps, at 300 volts, or 33 amps,
at 400 volts. At the close of a shop run of twenty-four hours'
duration, at either of these loads, the rise in temperature of the
motor windings, as measured by thermometer, will not exceed
75 deg C. When operated under a running car, better ventila-
#W Ry. Motor - .",00 Volts!.
G6ar Ratio 15.69 - 33" Wheels
Continuous Capacity 35 Amps. 300 Volts
33 " 400 "
MOTOR AND GEAR CASE COMPLETE
tion is usually secured, and the rise in temperature should not
exceed 55 deg. C. Heavier loads may be safely carried for
shorter periods, with corresponding higher temperatures, as
indicated by the time-temperature curve, which is based on a
temperature rise in the interior of the motor coils of 20 deg. C.
Amperes street Ky.jo
PERFORMANCE CURVES OF NO. 101 RAILWAY MOTOR
or for one-half hour at a load of 50 amps, with an increased
rise in temperature not exceeding 20 deg. C. These tempera-
tures are well within safe limits, and do not subject the in-
sulation to injury or rapid deteriora-
tion
The No. 101 motor retains features
standard in Westinghouse practice, but
embodies modifications and improve-
ments in design and construction which
mark an advance over earlier types.
The frame consists of two castings of
high-grade steel, divided along a hori-
zontal plane, and hinged together in
such a way that on the removal of the
bolts the lower field may be opened
down either with or without the arma-
ture, and access obtained to any part for
inspection or repair.
The motor field contains four poles
of laminated steel bolted to the frames
and riveted together between end plates
of wrought iron. The holding bolts
pass through the frame from the out-
side and terminate in heavy rivets pro-
vided for the purpose. The pole faces
are thus left smooth and with unbroken
surface. The pole tips are extended
and serve to hold the field coils in place.
The coils are wound with copper
strap, insulated with asbestos and mica,
and protected by heavy wrappings of
tape. Flat steel springs between the coils and frame prevent
looseness due to shrinkage. Protection against mechanical
injury is provided by leatheroid washers and oiled duck.
The armature core is made up of circular punchings of soft
steel, built up on a cast-iron spider, and secured between end
io6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
plates of cast iron. The spider is pressed on the motor shaft
and keyed in place. The armature coils are imbedded in rec-
tangular slots in the core, and held in place by retaining wedges
NO 101 RAILWAY MOTOR, COMPLETE
of hard fiber. The completer armature is 14 ins. in diameter.
Wiper rings are pressed on the shaft outside the armature.
They prevent the introduction of oil within the motor frame.
The commutator is formed of in hard-drawn copper bars,
built up together upon a cast-steel bushing and
pressed on and keyed to the armature spider. The
commutator face is 10 ins. in diameter by 4 1-16
ins. in width, and presents a wearing depth of ap-
proximately Y\ in.
The brush holders are independently supported
from the upper frame and are of the sliding type,
with shunts. Each arm carries two special brush
springs of flat phosphor bronze. The shunts lie
between the pressure fingers and the arm. The
brushes, two per arm, are each l/2 in. x 1^4 his. in
section.
Solid sheets of cas^iron, lined with babbit metal
and pressed in circular housings of cast-iron, form
bearings for the armature shaft. The bearing
housings are securely held between the upper and
lower motor frames, and retained in place by fin-
ished flanges on the inner ends, which fit finished
surfaces on the frames. Screw taps are provided
so the housings may be bolted to either frame and
the armature. The bearing houses contain oil
and waste reservoirs, which extend around one
side and below the armature shaft, and allow the
saturated waste to come in contact with the shaft
through large openings in the low-pressure side of
the bearings. This method of lubrication is similar
to that used in car-journal boxes on interurban
and steam roads. The ends of the housings next
the armature are extended to include the wiper
rings so that oil thrown off by these rings or drip-
pings from the housings is drained directly into
separate wells in the bottom of the housings. The
armature-bearing at the commutator end is 7 1-16
ins. long; that at the pinion end 8^ ins. long. Both
are bored for a shaft diameter i>lA ms- The axle
bearings consist of cast-iron shells, divided horizontally
and lined with babbit metal. They are held between
projections from the upper frame and caps of cast steel, which
are bolted to these projections. These caps may be taken off
and axle and wheels removed without disturbing motor or sus-
pension. The axle bearings are 8 ins. in length and may be
made for any shaft diameter not exceeding 5 ins. Lubrication
is obtained by the use of oil and waste, as in the armature
bearings. A large reservoir, with an opening through the up-
per frame, is located in the axle cap behind each bearing, and
feeds the axle through an opening in the
lower half of the bearing.
Lugs cast solid with the upper frame
provide for suspension from the trucks
by means of bars set parallel with the
motor shaft.
A forged steel pinion, with machine-
cut teeth, is keyed to the shaft and held
upon its seat by a nut and lock-
washer. The gear is made of cast-steel
in two parts, which are bolted together
and keyed to the axle. The face is 5 ins.
wide. Gear ratios of 15 :6a. to 26:58 may
be used; 15:69, 18:66 and 22:62 are
standard.
The gear is made of malleable iron in
two castings, which are secured at front
and back to the upper half of the motor
frame by bolts which pass through lugs
on each half of the gear case and the ex-
tension from the motor frame shown in the illustrations. The
gears may be run in nil.
The diagram on the previous page gives the performance
curves of the motor with a gear ratio of 15 :6o and 33-in. wheels.
MOTOR OPEN, SHOWING ARMATURE
The weights of the No. 101 motor are approximately as fol-
lows: Motor alone, 2315 lbs.; motor complete with gears and
gear case, 2645 lbs. ; armature complete with commutator and
shaft, 593 lbs. A complete double equipment, including two
motors, two controllers and the usual details will weigh, ap-
proximately, 6430 lbs. A corresponding equipment of four
motors, two controllers, etc., will weigh, approximately, 12,160
lbs.
July 16, 1904.]
STREET RAILWAY JOURNAL.
NEW TYPE OF TRUCK FOR KANSAS CITY
The St. Louis Car Company is now turning out a new de-
sign of truck for use under the cars which it is supplying to the
Kansas City Railway & Light Company.- This truck is built
along the same lines as the previous No. 47 trucks, but it has
heavier frames, and instead of the swinging link brake-shoe
hangers used on the No. 47 truck, the new No. 47-A truck has
HEAVY TRUCK, WITH SLIDING BRAKE BEAMS, USED IN
KANSAS CITY
sliding brake beams. The latter are well shown in the accom-
panying illustration. The space occupied by the beams is di-
rectly under the spring plank. The entire arrangement is
very compact and substantial. Flat kick-off springs are em-
ployed for releasing the brakes. The truck is made to receive
two G. E. 57 motors, outside hung. The axles are 5 ins. in
diameter and the standard Master Car Builders' wheel tread is
used, that tread having been adopted as standard in Kansas
City.
AN INTERESTING EXCURSION CAR FOR TEXARKANA
The Texarkana Light & Traction Company, of Texarkana,
Tex., has lately received from the American Car Company the
interesting type of summer excursion car shown in the accom-
panying illustration. The St. Louis Transit Company last year
built a number of cars somewhat similar, the difference being
that they were provided with awnings, the seats extended all
the way across, and a running-board on one side gave entrance
to each bench. In England there are cars like the type illus-
trated, which have been in use for the past year or two at
ROOFLESS EXCURSION CAR FOR TEXARKANA, TEX.
watering places, and have proved very popular. The English
are accustomed In riding in the open mi double-deck cars, and
therefore take kindly to an arrangement such as this.
As the car is carried on high-speed trucks, the seats are en-
closed with railings for safety, and entrance only at the ends.
The advantage of such a car is, of course, that it provides at
smaller expense a means of carrying the crowds, which on
fair days flock to the parks. As the illustration shows, the car
is very stanchly built, including heavy trusses and sill plates,
and strong braces on the inside of the panels; the side sills are
4^4 ins. x 7^4 ins., with 8-in. x s^-in. sill plates on the outside.
The length over the crown pieces is 41 ft. 6 ins. ; the width
over sills and plates, 8 ft. 6 in. The length of the seats is 36 ins.
and the width of aisle, 24 ins. The heights of the steps is re-
spectively 16% ins., 11 ins. and 11 ins. The trolley board is
firmly supported by continuing three of the tubular posts at
the center of the car and arching them at the proper height.
The seats are composed of ash slats, with open spindle backs ;
the seating capacity is fifty-two. The car is equipped with
American Car Company's sand-boxes, Brill angle-iron bumpers
and ratchet brake handles.
♦ ♦♦
FINE CARS FOR ATLANTIC CITY, N. J,
The West Jersey & Seashore Railroad Company, of Atlantic
City, which is owned and operated by the Pennsylvania Rail-
road, has lately placed in commission twenty semi-convertible
cars, built by the J. G. Brill Company. The lines on which
these cars are to be operated extend from what is known as
the Inlet, at the north end of the city, to Longport, several
miles to the south, and run for a distance of 9 miles close to
the beach. The route is exceedingly attractive, and the cars
are largely used by those who ride for pleasure. The low sides
of the cars give them a very light and airy appearance when
DOUBLE VESTIBULE SEMI-CONVERTIBLE CAR OPERATED IN
ATLANTIC CITY, N. J.
the window sashes are raised into the r$©f pockets. The car
in the illustration has a number of windows raised to different
heights, showing that passengers may have as little or as much
air as they please. The window sills are 24^ ins. from the
floor and have the builder's patented arm-rest, which adds con-
siderably to the comfort of passengers and does not interfere
with the window locks. Seats accommodating four passengers
each are placed longitudinally at the corners ; the rest of the
seats are 36 ins. long, with the aisles 22 ins. wide. Mahogany
ornamented with marquetry comprise the interior finish, with
ceilings painted light green and striped with gold.
The cars measure 30 ft. 8 ins. over the body, and 40 ft. 1 in.
over the vestibules; from end panels over vestibules, 4 ft. 8^2
ins. : width over the sills, 7 ft. ioLj ins., and over the posts at
belc, 8 ft. 2 ins. ; sweep of posts, 1^4 ins. ; the side sills, of long-
leaf yellow pine, are 4 ins. x 734 ins., with 12-in. x ^-in. plates
on the inside, which take the place of upper and lower trusses;
the end sills, of white oak, are 5I4 ins. x 6% ins.; the stringers
are 3} A ins. x 4J4 ins., re-enforced with 4-in. x 3-in. angle-iron.
The thickness of the corner-posts is 334 ins. and of the side-
posts, 3'J4 ins. The angle-iron bumpers, draw-bars, brake
handles, platform and conductors' gongs, etc., are of the build-
er's manufacture. The trucks are Brill 27-G-1, equipped with
two 40-hp motors. The cars are framed for four motors, hut
two only are used at present, both on the rear trucks. The
weight of a car and trucks, with motors and controller, is
34,200 lbs.
The Toledo & Western Railway Company has been awarded
a contra:! for carrying United States mail between Toledo and
Pioneer. A special compartment ear will he fitted up and
mail will be distributed at all the intermediate towns.
io8
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 3.
THE RUST WATER-TUBE BOILER
Although the Rust water-tube boiler has been before the en-
gineering public only a short time, it has already been adopted
by several important power plants, and a description of its prin-
cipal features should therefore prove of interest. This boiler
was designed by E. G. Rust, formerly chief engineer and gen-
eral superintendent of the Colorado Fuel & Iron Company, and
was first placed in service in the Minnequa Steel Works of that
company. It is now being manufactured by the Rust Boiler
Company, of Pittsburg, Pa.
While investigating the question of boilers with a view to
equipping a number of important steam plants, Mr. Rust be-
came strongly convinced that there was no boiler obtainable
which would prove a safe and economical steam generator and
be easy to clean and repair. This conviction induced him to
undertake the design of a water-tube boiler that would be free
FIGS. 1 AND 2.— SHOWING TWO COM-
MON METHODS OF CONNECTING
TUBES TO DRUMS
FIG. 3.— RUST CONSTRUCTION FOR WATER
TUBE BOILERS, EMBRACING THE USE
OF CYLINDRICAL DRUMS WITHOUT
FLAT SURFACES OR BENT TUBES
from the disadvantages possessed by other boilers, such as flat
surfaces requiring staying; construction in which it is frequent-
ly found necessary to cut out good tubes to replace defective
ones ; curved tubes which render difficult or even impossible
the removal of scale and make it necessary to keep on hand
for repairs a multitude of tubes of different shapes and lengths ;
horizontal tubes, or tubes slightly inclined to the horizontal,
which allow scale and mud to lodge in the bottom of the tubes,
tion of the drums. It is the use of this tube sheet that makes
possible the best construction for water-proof boilers, namely,
cylindrical drums without flat surfaces or bent tubes. The con-
struction of this sheet is clearly shown in the accompanying
cuts, Fig. 3 and Fig. 4.
This tube sheet is formed by heating the flat plate to the
proper temperature, then pressing in a hydraulic press fitted
with dies especially constructed for that purpose, the pressing
being done at one operation. An important feature of the con-
struction of these tube sheets is that between each pressed-up
portion and those adjacent, there remain undisturbed cylindrical
portions or belts of the original surface of the drum. This
construction provides a drum in which bent tubes or stayed
surfaces are not necessary, and which at the same time is in
every way as strong and reliable as those in which it is neces-
sary for the tubes to enter radially.
This pressed tube sheet is considered by the designer to mark
a great advance in boiler construction. Aside from this, the
Rust boiler in its fundamental principles of construction and
operation is in no wise a radical departure from old and well-
established types. It is believed that through the development
of this tube sheet there have been em-
bodied in this boiler the best features of
older boilers, while their defects have
been eliminated.
The boiler proper consists of two
steam and water drums, two mud drums
and an auxiliary drum, each steam and
water drum being placed directly above
a mud drum and connected with the
same by a bank of straight vertical tubes,
the two mud drums being connected by a
row of tubes. The auxiliary drum is
placed above and between the mud
drums and is connected to one of them
by a row of short tubes and. to a series of small
headers by a bank of straight vertical tubes. These headers
are placed between the steam and water drums and connected
with the same by short straight tubes or nipples. Each drum
is fitted with a pressed tube sheet, which has already been de-
scribed.
The holes for the tubes forming the main banks are so spaced
that the tubes are staggered — that is, the two inner rows are
# ®
FIG. 4.— AUXILIARY DRUM FITTED WITH PRESSED TUBE SHEET
causing them to burn out; a multitude of hand-pole plates to be
removed and replaced with every cleaning; excessively thick
metal in heating surfaces ; short and too direct path for flames
and hot gases, thereby not allowing sufficient time for contact
with heating surfaces, and consequently resulting in high chim-
ney temperature and low efficiency; lower drums subject to
corrosive action on the outside, due to being built up closely
into brickwork of setting and bridge wall.
The most novel and characteristic feature in connection
with this boiler is the special tube sheet used in the construc-
placed on a line between the tubes of the outside rows, thereby
securing a more complete exposure to the hot gases, which, in
order to reach the chimney, are forced to completely surround
and envelop the tubes.
The spacing of these tubes is such as to leave room enough
between the tubes of the outside rows to. remove the tubes of
the inner rows, thus making it a simple operation to remove
and replace any tube without disturbing any other tube or any
of the brick work. After a defective tube has been removed
from the bank, it is passed out through doors placed in the side
July 16, 1904.]
STREET RAILWAY JOURNAL.
109
of the setting for that purpose. By the introduction of the aux-
iliary drum and central bank of tubes, the space necessarily left
between the main banks of tubes is so utilized as to secure a
serviceable and convenient support for the baffle wall, the tiles
forming which are placed between and supported by the rows
of tubes forming this bank, and owing to the consequent in-
creased heating surface a boiler of larger capacity results with-
out additional floor space, fittings or cost of setting.
The boilers are made right and left hand, and are arranged
to be set singly or in batteries of two. Each drum is provided
with a manhole in one end to permit of access to the interior
of the drum, and in the top of each header there is an oblong
hand-hole through which to reach the interior of the tubes of
the central bank.
The steam spaces of the steam drums are connected by cross-
pipes of liberal dimensions. On top of each is an outlet, on
which is placed a safety valve. The steam outlet is placed on
top of and at the center of the rear steam and water drum.
The boiler is supported by four large cast-iron saddles rest-
ing on masonry foundations, one saddle being placed under each
SECTIONAL VIEW OF BOILER
end of each mud drum, the saddles under one of the drums being
placed on rollers so as to permit of any slight movement that
may be necessary on account of expansion.
By referring to the sectional view of the boiler it will be
observed that the top of the central baffle wall is far enough
below the headers to leave sufficient space for the products of
combustion to pass from the front to the rear bank of tubes.
It will also be observed that there are horizontal baffles or
bracket tiles which project from this central baffled wall, and
which serve to deflect the current of hot gases so as to force
them toward and between the tubes of the main banks.
The setting does not require any special shapes of brick; is
symmetrical and durable, and is firmly bound together by buck-
stays, rods and angle binders at the corners. At the top of the
setting and bolted to the corner binders is placed a box-shaped
frame made up of channels and plates, which furnishes a rigid
support for the breeching and stack, and also serves to firmly
bind the brickwork at the top of the setting, and at the same
time results in a neat finish.
On one side of the setting, near the top, are placed four small
doors, which furnish access to the interior of the brickwork,
and through which the tubes are passed in and out when re-
placements become necessary. Doors with small self-closing
openings, through which to insert a hose for blowing off the
top of the tube sheets, are placed near the bottom of the set-
ting, and other doors are furnished for securing access to the
interior of the setting and for blowing deposits from the ex-
terior of tubes.
Over each steam and water drum and a little above it is
placed a light steel arch, which serves as a center to support
the brick arches over the drum during construction, and makes
an air-tight covering for the setting. These arches are placed
sufficiently above the drums to permit all possible upward ex-
pansion of the boiler, without interfering with the brick cover-
ing. Between the two arches are placed doors through which
access is given to the headers.
Other very desirable features of the setting are its ready
adaptability to an underground flue connection without the use
of any pipe or plate work, and its adaptability for the use of
waste gases from blast furnace and heating or puddling fur-
naces.
The furnace is of the exterior type, which experience has
proved to give the best results, being convenient and of ample
capacity, allowing proper admixture of air and fuel and com-
plete combustion before the gases reach the cooling influence
of the heating surfaces. The brick arch also retains sufficient
heat to tend to preserve a uniform temperature in the furnace.
This type of furnace permits the ready adjustment of grate area
to suit any kind of fuel, and the application of any style of grate
bar or stoker. The ratio of heating surface to grate area is
such as to give the best results under average conditions, but
may readily be proportioned to suit the kind of fuel to be used.
The front is of cast-iron of ornamental design, surmounted
with a bracket in the center for supporting the steam gage,
and is so arranged as to permit the application of gas burners
or any form of stoker.
Rust boilers were first used in Western plants, which use
coal containing a high percentage of volatile matter and mois-
ture. During a test, one of these boilers, rated at 200 hp, de-
veloped over 400 hp in evaporation, furnishing dry steam and
showing a boiler efficiency of over 67 per cent and an average
temperature of escaping gas of only 545 degs. F. The same
boiler on another test, running slightly over its rated capacity,
employing an inexperienced fireman, and using low-grade
Western bituminous coal, evaporated 10.4 lbs. of water per
pound of combustible and maintained a boiler efficiency of over
70 per cent.
The Grand Rapids Railway Company, of Grand Rapids,
Mich., has just issued a new resort book for distribution in
that city and in towns within a radius of 75 and 100 miles of
the city. The book was designed by Arthur W. Jordan, of the
company, and to say the least is exquisitely done. The title
is "What Mr. Sueji Miyamori Saw in Grand Rapids," and the
narrative describing the various local resorts is by Mr. Miya-
mori, a Japanese student in the University of Chicago, who
inspected the resorts last summer in connection with the pre-
paring of the book. His narrative is bright, novel and read-
able, and he draws some interesting comparisons between Jap-
anese and the local resorts. The book also contains a picture
of the young Japanese. It is profusely and handsomely
illustrated with numerous half-tones of scenes at the local
resorts and in addition contains two fine illustrations in colors'.
One of these is of the entrance at John Ball Park, with the
Spanish trophy cannon, and gives a view of flower beds and
foliage done in colors. The other, an equally artistic produc-
tion, is a view of the car landing at Reed's Lake. The last il-
lustration is of a neatly drawn female figure representing Miss
Grand Rapids. Illustrations of the various lake attractions
are also shown.
I 10
STREET RAILWAY* JOURNAL.
[Vol. XXIV. No. 3.
FORGED STEEL TRUCK
THE NILES-BEMENT-POND COMPANY AT THE ST. LOUIS
FAIR
The accompanying illustrations show a new type of short-
wheel-base truck, a pair of which have recently been placed in
service on the Worcester & Webster division of the Consoli-
dated Railway Company. The trucks were designed by W. G.
Price and were constructed by the Standard Steel Car Com-
SHOKX WHEEL-BASE OE FORGED STEEL TRUCK
pany, of Pittsburg, Pa. They are somewhat similar in design
to those described in the issue of June 25, 1904.
One feature of special interest is the use of equalizer bars in
a short wheel-base truck having the motors suspended outside
of the wheel base. The equalizer springs are located between
the equalizer bars and close to the side of the journal boxes.
The brake-shoes are hung from brackets, which are secured to
the equalizer bars so that the shoes retain a fixed height on
the wheels. The journal boxes and bearings are of the forked
check-plate type. The boxes are planed inside to one exact
width, and the bearings are planed to a width 1-32 in. less than
the boxes. Although the bearings are fitted so closely to the
boxes, the construction is such that they have ample move-
ment required to prevent binding and heating. The boxes are
DOUBLE-TRUCK CAR ON WORCESTER WEBSTER DIVISION OE
THE CONSOLIDATED RAILWAY COMPANY
rigidly connected by the equalizer bars, so that when the brakes
are applied the journal boxes are not forced against the pedes-
tals. The rigid connecting of the journal boxes increases the
efficiency of the brakes and greatly reduces the amount of air
required to operate them and the amount of wearing away of
the metal between the boxes and pedestals.
All parts which have to withstand a tensile strain are made
of rolled open-hearth steel, without welds, and are pressed to
the required forms. All castings, except the wheels and brake-
shoes, are of malleable iron. The king-pin is screwed into a nut
in the bolster, and the bolster is secured to the transoms, so
that the car body can not tip off from the trucks. The bolster
is carried by swinging hangers. The wheels are 30 ins. in
diameter. The wheel base is 4 ins. x 3 ins. The elliptic bolster
spring is double, 4 ins. x 34 ins., with four leaves.
One of the finest machinery exhibits at the Louisiana Pur-
chase Exposition is that of the Niles-Bement-Pond Company,
of New York. The machine-tool exhibit is located in sections
17 and 25, of the Palace of Machinery. All machines exhibited
are either of entirely new designs or embody radical modifica-
tions of older patterns, and are well worth the
careful study of all machine users. All of the
larger machines are driven by direct-connected
motors. Among the many interesting tools shown
are a No. 3 12-in. double axle lathe; an 80-in.
extra heavy driving-wheel lathe ; a lathe de-
signed for trimming or truing up two car wheels
of 42 ins. or smaller diameter at the same time,
without removing from the axles ; rapid-reduc-
tion lathes ; turret lathes ; forge planer ; milling,
slotting, shaping, boring and drilling machines ;
hydraulic riveters, steam-hammer, etc.
In addition to the general exhibit in Machinery
Hall, a number of the company's machines are
shown in the Electrical Building in the exhibits of various
manufacturers of electrical apparatus. The company has also
equipped the Official Machine Shop at the Exposition, where its
machines may be seen in commercial operation.
The Pratt & Whitney Company will also exhibit a large num-
ber of entirely new machines, all of which are extremely inter-
esting.
♦♦♦
EXHIBIT OF THE PHOTOSCOPE COMPANY
The St. Louis headquarters of the Photoscope Company, of
New York, makers of the well-known nickel-in-the-slot photo-
graphing device called the "Photoscope," will be found in the
Liberal Arts Building, where visitors can secure information
PHOTOSCOPE COMPANY'S BOOTH IN THE LIBERAL ARTS
BUILDING
booklets and examine the products of the machine. The com-
pany, however, has not confined itself to merely exhibiting this
machine, for about seventy-five are in active service throughout
the Exposition grounds. Seventy more are to be shipped there
within a month.
July 16, 1904.]
STREET RAILWAY JOURNAL.
1 1 1
FINANCIAL INTELLIGENCE
Wall Street, July 13, 1904.
The Money Market
Nothing of note has developed in the money situation during the
past week. It is taken for granted by all authorities that there will
be no change from the present very low rates until the super-
abundant bank reserves begin to be drawn down for the autumn
crop-moving purposes. The movement of currency inward from
the interior has fallen off somewhat, but the weekly gain is still
considerably larger than at the corresponding period of previous
years. Last week, as was the case in the preceding weeks, the
increase in cash holdings was offset by expansion in loans, and
the surplus reserve as a result remained stationary. People have
ceased to regard the heavy loan account as a serious matter, now
that it has been demonstrated that the enlargement during the
past twelve months is entirely due to the withdrawal of the trust
companies from the market and the assumption by the Clearing-
House banks of a large share of the credits formerly carried by
these institutions. It is rather surprising that the starting up of
activity again upon the Stock Exchange should not have caused
a greater loan expansion during the past month than has actually
taken place. The fact at least is established that borrowing for
new security syndicates is over for the time being, and conse-
quently that the principal demand for new accommodations has
been exhausted. At any other season of the year the present
conditions would probably result in our sending gold to Europe.
As it is now, however, the foreign money markets themselves are
extremely easy and there is not enough activity in any quarter
abroad to call for a transfer of capital for the purpose of equaliz-
ing interest rates. Moreover, Europe is preparing to make pay-
ment for the usual heavy purchases of American cotton and food
products, which occur in the autumn months, and would there-
fore not be disposed to incur further obligations simply because
our market was in shape to extend them. The situation is re-
flected in the refusal of sterling exchange to move toward the
export point, rates being, if anything, a trifle lower than they
were a fortnight ago. Call money on the Stock Exchange com-
mands only nominal figures, the bulk of the business being done
at 1 to l% per cent. For time money 2^ per cent is the ruling
rate for sixty-day loans, 2}i for three months, and 3r< per cent
for six months.
The Stock Harket
This has been the busiest week that the Stock Exchange has
known for some time, both in respect to the volume of transactions
and the movement of prices. All the active issues have advanced
sharply, and while there has been no great amount of what might
be called outside buying, the absorption of securities from important
Wall Street sources has been heavy and persistent. It is not correct
to attribute the cheerful feeling in Wall Street and the improve-
ment in the market to any single cause. Two circumstances have
exerted greater influence than anything else — the excellent crop out-
look on the one hand, and the disappearance of the chief reason
for uncertainty and anxiety over the presidential election, on the
other hand. Neither of these matters by itself would have been
sufficiently powerful to induce the change that has developed, but
in combination they clearly enough account for the improvement
that has taken place. The facts concerning the crops as brought
out in Monday's monthly government report and in the weekly
weather bulletins are these : The outlook for corn is decidedly
more favorable than it usually is at this time of the year. The
crop will probably not reach the record total of 1902, but barring
sonic great mischance between now and harvest time it will be well
above the average. Spring wheat promises a somewhat larger yield
than usual ; winter wheat, which has suffered considerably from ex-
cessive rainfall and floods, will be relatively a short crop. Taken
as a whole, the yield of wheat will probably fall below last year,
but not to an extent sufficient to be regarded very seriously. Cot-
ton, unless all signs fail, will lie the banner harvest next autumn,
the present estimates of acreage and condition indicating the largest
production in the history of the country. This situation alone
suffices to explain a great deal of the active buying which has con-
verged upon the active railroad shares. But it admits of no doubt
thai the developments at Si. Louis, confirming, as they do, the
final suppression of the radical elements of (he Democratic party.
which, for the last eight years have been a constant dread to busi-
ness interests, have added a powerful incentive to the purchasing
movement.
The local traction shares have moved forward with the rest of
the list, but have scarcely taken their proportionate part in the
week's advance. In the case of Metropolitan the indications arc
that the speculators who bought the stock for a rise ten days ago
have taken advantage of the general strength to secure some of their
profits. These realizing sales have been sufficiently heavy to hold
the Metropolitan issues in check. The backwardness of these shares
has had some effect, sympathetically, 011 the market for Brooklyn
Rapid Transit, although a further reason for the sluggishness in
this stock is doubtless to be found in the unreadiness of the inside
party to take an active hand in the speculation. Manhattan has
made the best showing among the tractions in point of advance,
reaching the highest figures of the season during the week. The
rise in this quarter has been largely influenced by the sharp ad-
vance in Interborough Rapid Transit shares on the curb.
Philadelphia
New high records for the season have been made in several in-
stances in the week's Philadelphia dealings. Union Traction is up
from 52*4 to 531/?, and Philadelphia Traction from 98 to 98' 4 — the
best prices that either has made in a long while past. Beginning
with July 1, Union Traction goes from a 3!/> to a 4 per cent dividend
basis under the graduated advance system agreed upon at the time
the properly was taken over by the Philadelphia Rapid Transit
Company. Rapid Transit shares have not joined in the general
improvement, owing to the dissatisfied view taken of recent earn-
ings. Several hundred sold during the week at a decline from 12
to 11^4. Philadelphia Company common, without gaining much,
was firm between 39 and 39^, and the preferred was dealt in at 45.
Philadelphia Electric was heavy around 6. One hundred and
twenty Fairmount Transportation went at 20, a trifle up from the
last previous sale. American Railways rose fractionally to 45-)4-
Consolidated Traction of New Jersey, on sales of about 800 shares,
reacted from 67% to 67. One hundred Reading Traction sold at 32,
forty-five shares of Railways General at i^s to 1, and ten Pittsburg
Traction preferred at 49.
Chicago
According to an official of the Union Traction Company, June
was a good month for traffic, but the increase in gross receipts was
small, owing to the handicap the road is under with regard to its in-
ability to handle the crowds. Operating expenses have been reduced
a little, but are still abnormally high, and the net earnings are small
as a result of such a condition. For the fiscal year thus far the
Metropolitan Elevated railroad has earned at the rate of 4*4 per cent
on its preferred stock. Close friends of the company say the pres-
ent showing is sufficient to permit resumption of dividends, but in
view of the expense entailed by a number of improvements, under
way and contemplated, it is not believed the stock will be returned
to dividends in August. Under the circumstances, these interests
contend, next April would be the more logical time to begin dis-
bursements. The company in the meantime should have a semi-
annual meeting during the first week next month. Traffic of the
Aurora, Elgin & Chicago Electric line over the Fourth of July
holidays was the largest in the company's brief history. Officials
say that for the first lime since the road's inception they had to
operate three-car trains, and that the service through the summer
will now be kept on fifteen-minute schedule. The Metropolitan
Elevated is deriving a big revenue from the traffic turned over In
it by this road. Dealings in the various traction issues during the
week were of little consequence. Metropolitan Elevated comf
mon declined from 20 to T9T2. and rallied to 20. Odd lots of the
preferred sold between 52 and S-lA- Forty shares of City Rail-
way went at 168, one hundred and fifty shares of South Side Ele-
vated at 9r. and fractional lots of Lake Street at 3Tj, North
Chicago at 72, and West Chicago at 46.
Other Traction Securities
Boston Elevated, on small transactions, recovered all the
ground lost during the week before. The stock advanced
from 149 to i5i-}4- Massachusetts Electric issues were in-
active but firmer, the common selling up to 20. and the
preferred rallying from 72' j to 73. West End common
changed hands between 00'' and 01. and the preferred rose
112
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
two points from no to 112. Small lots of Georgia Railway and
Electric common went at 40H, and the preferred at 80. In sym-
pathy with the buoyancy of the general market, the United Railway
issues of Baltimore recovered sharply, the income bonds getting
back to 46 from 43lA, and the stock rallying from sYa to 7, on sales
of 1200 shares. The 4 per cent generals were fractionally higher at
90J/2, selling first at 90^. Other Baltimore transactions of the week
comprised City Passenger 5s at 106^6, Nashville Street Railway
way 5s from 102^ to 103^, Wilmington (North Carolina) Railway
Light & Power 5s at 97% to 97^/4, Anacostia & Potomac 5s at 99,
Atlanta Street Railway 5s at 105 and City & Suburban (Washing-
ton) 5s at 983/2. The only incident of the week on the New
York curb was another very sharp rise in Interborough Rapid
Transit. Ten thousand shares of the stock changed hands between
123 and 131H, and 3100 between 131^ and 134H) which was the
high level. Yesterday the stock dropped back to 130, but rallied to
133 at the close. No explanation, other than the growing apprecia-
tion of the company earning's expansion, was advanced for the
spectacular movemnt.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
last week:
Closing Bid
July 5 July 12
American Railways 45% 45%
Aurora, Elgin & Chicago al4 al2
Boston Elevated 148 151%
Brooklyn Rapid Transit 49% 50%
Chicago City al68 168
Chicago Union Traction (common) 4% al6%
Chicago Union Traction (preferred) a30 a30
Cleveland Electric 70 70
Consolidated Traction of New Jersey *67% 66%
Consolidated Traction of New Jersey 5s 106% 107
Detroit United 61 62%
Interborough Rapid Transit 124% 132%
Lake Shore Electric (preferred,) — a20
Lake Street Elevated 3% 3%
Manhattan Railway 149% 151%
Massachusetts Electric Cos. (common) 19% 19%
Massachusetts Electric Cos. (preferred) *72 73%
Metropolitan Elevated, Chicago (common) 18% 19%
Metropolitan Elevated, Chicago (preferred) 52 52%
Metropolitan Street 115 115%
Metropolitan Securities 84 88
New Orleans Railways (common) 9 9
New Orleans Railways (preferred) 29 29
New Orleans Railways, 4%s 74 73
North American 86% 87%
Northern Ohio Traction & Light 13% 13
Philadelphia Company (common) 38% 38%
Philadelphia Rapid Transit 11% 11%
Philadelphia Traction 98 98%
St. Louis (common) 12% 9%
South Side Elevated (Chicago) 90% 91
Third Avenue 121% 121%
Twin City, Minneapolis (common) 94% 94%
Union Traction (Philadelphia) 51% 53%
United Railways, St. Louis (preferred) 56% 54
West End (common) 90% 90%
West End (preferred) 110 111
a Asked.
Iron and Steel
The latest estimates of pig iron production show a considerable
decrease during the month of June. It is still a matter of some
doubt whether the restriction of output will prove to have been
great enough to offset the falling off in consumption, the more
^o as a further shrinkage of consumptive demand is to be expected
during the next two months. But at all events, a healthier rela-
tion now obtains between demand and supply than was the case
a month ago, and this fact is encouraging for the position of the
entire iron trade. Quotations are as follows: Bessemer pig iron,
$12.65; Bessemer steel, $23; steel rails, $28.
rietals.
Quotations for the leading metals are as follows: Copper, 12^5
to 12^4 cents ; tin, 25^ cents ; lead, 4*4 cents, and spelter, 4^ cents.
The application for the appointment of a receiver for the North
Jacksonville Street Railway, Town & Improvement Company, oper-
ating an electric railway in Jacksonville, Fla., and dealing in real
estate in that city and the suburbs, has been denied.
THE ST. LOUIS TRANSIT COMPANY'S EARNINGS
The St. Louis Transit Company reports gross earnings for the
last six months of $4,247,433. Of this total $837,873 was earned in
May, and $925,386 was earned in June. With five more months of
the Fair and most of the new equipment ready, the officials of the
company feel emboldened to state that the total gross earnings for
the year will be in the neighborhood of $10,000,000. As an evidence
of the increase in the receipts of the company, the June statement
shows that the gross earnings in that month were $279,797 more
than the earnings in June, 1903.
Estimating upon the basis of the receipts of the last six months,
and not taking into account the most important factor that the best
five months of the Fair are to come, the gross earnings for the year
would be $8,494,866, an increase over the gross earnings of 1903 of
$1,235,406..
To go back farther regarding the yearly increase in gross earn-
ings, the records show that the gross earnings of the company for
1903 exceed those of 1902 by $708,680, which was considered re-
markable, and at the close of 1902, the deficit was for the first
time kept within five figures, being $62,787.
While a statement has not as yet been made of the operating ex-
penses by which the net earnings can be estimated, it is believed that
under the careful management of Captain McCulloch the proportion
of operating expenses and taxes to the gross earnings will not ex-
ceed 64 per cent, in which event the operating expenses in the last
six months should not have exceeded $2,718,357, leaving a net profit
of $1,529,076. k
Based upon the gross earnings of the last six months, and upon
the probable cost of operation, as stated, the net profit of this
year should be $3,058,152, which would exceed the net earnings in
1903 by $312,207. The net earnings of 1903 exceeded those of 1902
by $274,878.
At the close of 1903 the company with net earnings of $2,745,945
and fixed charges of $2,845,119, had a deficit of $62,787, while at the
close of 1902 the deficit amounted to $268,083. By a recent deal
the company has floated additional securities by which the notes
outstanding for the aggregate deficit of $856,490, and the money
borrowed for the extensive improvement work could be retired, and
it is estimated that the total fixed cha'rges this year will not ex-
ceed $3,000,000, in which case, based upon the figures given, the
company, for the first time in its history, may be able to close the
year without a deficit.
♦♦♦
TOLEDO, BOWLING GREEN & SOUTHERN TRACTION TO
BE TAKEN OVER BY A HOLDING COMPANY
The Toledo Urban & Interurban Railway Company, recently
incorporated, will take over the Toledo, Bowling Green & South-
ern Traction Company, so it is said. As now outlined, the plan
of the Toledo Urban & Interurban Company is to lease the
Toledo, Bowling Green & Southern Company, and guarantee a
dividend on the Toledo, Bowling Green & Southern Company's
common stock. The dividend will probably be on a sliding scale,
as is guaranteed by the lessors of the Millcreek Valley lines. The
holding company will also pledge itself to pay off all the indebted-
ness of the Toledo, Bowling Green & Southern, and complete the
toad into the city of Toledo. Just what improvements will be
made has not yet been decided upon. Among those in contempla-
tion is the erection of a large central power house for the system.
George B. Kerper, president of the Toledo, Bowling Green &
Southern Company, states' that the new holding company will
probably take hold of the property about Jan. 1, 1905.
The Toledo, Bowling Green & Southern Traction Company
was organized according to the laws of Ohio in 1901, as a con-
solidation of the Findlay Street Railway, the Toledo, Bowling
Green & Fremont Railway, and the Hancock Light & Power
Company. It operates in all about 60 miles of electric road, ex-
tending from Findlay, Ohio, to Toledo.
The capital stock authorized and issued is $1,500,000, having a
par value of $100 a share. The dividends paid on the common
stock was. Jan. 1, 1902, 1 per cent; July r, 1902, i]/2 per cent;
January, 1903, ij£ per cent. The bonded debt is $1,225,000, first
mortgage 5 per cent gold bonds, due May 1, 1921. There have
been sufficient of these bonds issued to retire the prior mortgages.
The road has secured 2]^ miles of private right of way in
Toledo and will run in from the end of its right of way into the
business center of the city over the tracks of the Toledo Railway
& Light Company.
It is now urged that the road from Findlay to Lima be com-
pleted. When this is assured there will be an electric line con-
structed to Fort Wayne, Ind. This will give a stretch of electric
road from Cincinnati to Toledo.
July 16, 1904.]
STREET RAILWAY JOURNAL.
113
PLANS BEING COMPLETED FOR NEW ORLEANS POWER
STATION
Sanderson & Porter, of New York, have been retained
by the New Orleans Railways Company to draw up plans
and supervise the work of constructing the huge power station
which the company is to build on the water front. Messrs. Porter
and Blossom, of Sanderson & Porter, have just returned from
New Orleans, where they went to look over the ground and to
confer with E. C. Foster, the president of the New Orleans Rail-
ways Company. While full details as to the plans are not available
at this time, it can be said, however, that the capacity of the plant
will be, in the first instance, about 10,000 hp, and that ultimately no
less than 50,000 hp will be generated. The initial equipment will be
contracted for as soon as the plans have been finally approved of by
the company, which, it is expected, will be inside of thirty days.
REPORT OF CHICAGO UNION TRACTION FOR NINE MONTHS
AND THE THREE ENDING MAY 31
In pursuance of a new policy the receivers of the Chicago
Union Traction Company have made public a statement showing
the financial condition of the company as a result of operations
during the month of May. It indicated that the corporation had
operated at a loss of $68,909 for that period. The report of the
company printed in the Street Railway Journal in June
showed that during six months the deficit of the company had
been $392,188 for the West Side lines and $191,360 for the North
Side, a monthly average of nearly $65,364 for the former and
$3!. 893 for the latter. The report for May shows a deficit of
$21,815 for the North Side line and $47,093 for the West Side. On
the North Chicago account the deficit is more than covered by
two items which are in controversy before Judge Grosscup.
There has been allowed $28,470 for depreciation and $12,815 Ior
accrued interest. If these are eliminated the account for the road
will show a small balance. A similar condition holds good for
the West Chicago Street Railroad Company, where a balance
would be shown if it were not for a depreciation account of $57,-
057 and an interest account of $7,158. The reports show that the
North Chicago lines made $77,081 net income, less operating ex-
penses, during the month, and that the West Chicago lines made
$137,241 from operation.
The figures in detail follow:
ALL LINES FOR MONTH OF MAY
West North Consol.
Chicago Chicago Both Traction
Gross earnings $481,486 $274,707 $756,192 $136,161
Operating expenses 244,241 199,177 543,421 109,166
Net $137,241 $75,530 $212,771 $26,995
Other income 4,448 1,551 5,999 6,651
Total income $141,689 $77,081 $218,770 $33,646
Tax, interest, rent 115,158 61,007 176.165 59,633
Surplus $26,531 $16,074 $42,605 a $25,987
C. C. Traction defici 16,567 9,420 25,987
Depreciation 57,057 28,470 85,527
Deficit 47,093 21,816 68,909 25,987
Per cent expenses 71.91 73.32 72.51 80.45
a Deficit.
THREE MONTHS ENDING MAY 31, 1904
West North
Chicago Chicago Both
Gross earnings $1,351,876 $767,128 $2,119,004
Operating expenses 1,074,686 600,406 1,675,092
Net $277,190 $166,722 $443,912
Other income 11,812 5,549 17,361
Total income $289,002 $172,271 $461,273
Deductions :
Taxes $41,543 $40,554 $82,097
Int. funded debt 151,205 57,795 209,000
Other interest 21,565 33,957 55,522
Rental accrued .' 130,491 51,867 182,358
Total $344,804 $184,173 $528,977
Deficit 55,802 11,902 67,704
Other deductions:
C. C. Traction deficit $93,646 $52,955 $146,601
Depreciation reserve 171,172 85,410 296,582
Total $264,818 $138,365 $403,183
Total deficit 320,624 150,208 470,889
Per cent expenses 80.0 79.22 79.72
Note.— Interest on funded debt accrued consists of interest on bonds of the
West Chicago Street Railroad Company and the North Chicago Street Rail-
road Company. Rental of leased lines accrued consists of interest on bonds of
Chicago West Division Railway, Chicago Passenger Railway, North Chicago
City Railway and of the guaranteed dividends on outstanding stocks of those
companies.
CHICAGO CONSOLIDATED TRACTION EARNINGS
3Mos. to 9 Mos. to
Earnings: May 31 May 31
Passenger $337,660 $978,143
Mail 1,080 3,241
Advertising, etc 1,306 4,369
Gross $340,046 $985,753
Operating expenses:
Maintenance way $30,968 $101,516
Maintenance equipment 47,607 97,134
Transportation 189,084 565,494
General 34,450 100,393
$302,109 $864,537
Net 37,937 121,216
Other income 19,956 60,204
Total income $57,893 $181,420
Deductions:
Taxes accrued $10,268 $30,457
Int. funded debt 146,457 439,372
Int. floating debt 2,126 6,193
Rent leased lines 19,875 59,625
Total $178,725 $535,647
Deficit al20,832 354,227
Per cent expenses 89.18 88.09
a Increased to $146,602 by charge of $25,770 to correct item of taxes accrued
for six months ending Feb. 29.
NINE MONTHS ENDING MAY 31, 1904
West North
Earnings Chicago Chicago Both
aPassenger $3,960,806 $2,233,729 $6,194,535
Mail 17,447 5,564 23,011
Advertising, etc 25,597 27,038 52,605
Gross $4,003,850 $2,266,331 $6,270,181
Operating expenses:
Maintenance way $247,874 $166,040 $413,914
Maintenance equipment 375,254 237,003 612,257
Transportation 1,813,860 1,034,417 2,848,277
General 545,563 253,396 798,959
Total $2,982,551 $1,690,856 $4,673,407
Net 1,021,298 575,475 1,596,774
Other income '. 31,255 17,014 48,269
Total income $1,052,553 $592,490 $1,645,043
Deductions :
Taxes accrued $125,494 $123,814 $249,308
Interest funded debt 453,615 173,385 627,000
Interest mortgages 6,900 675 7,575
Interest floating debt 51,162 104,330 155,492
Rent leased lines accrued 391,474 155,602 547,076
Total * $1,028,645 $557,806 $1,586,451
Surplus 23,908 34,684 58,592
Other deductions:
Chicago Consol. Traction deficit $226,332 $127,895 $354,227
Reserve depreciation 510,386 248,418 758, S04
Total $736,718 $376,313 $1,113,031
Deficit 712,810 341,629 1,054,439
Per cent operating expenses 74.97 75.51 75.16
a Including chartered cars.
— +4*
THE CROCKER-WHEELER COMPANY & BROWN, B0VERI &
CIE
The Crocker-Wheeler Company has just announced that it has
effected an arrangement with Brown, Boveri & Cie, of Baden,
Switzerland, by which it secures their alternating-current designs,
patents and rights to manufacture them in America. The Crocker-
Wheeler Company has also retained the Swiss firm as consulting
engineers, and is now putting on the market alternating-current
generators, transformers and accessories of the latest design and
construction, and adapted to American practice. Opportunities
to bid on this apparatus are invited. The company has already
closed a contract for a 200-kw, 6o-cycle, 440-volt alternating-cur-
rent generator, for the Atlanta plant of the Proctor & Gamble
Company, Cincinnati.
U4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
A WOMAN ACCIDENT FAKIR RUN DOWN
General Manager Connette, of the Syracuse Rapid Transit Com-
pany, of Syracuse, N. Y., caused the arrest in that city a few days
ago of a bold young woman accident fakir, who admits having
obtained money from a number of street railway companies in
different parts of the country on fraudulent accident claims. Her
method of operation was very different from the ordinary way of
the accident fakir. She tumbled off a car in any old way, and
generally after the car had stopped. Then she would throw her-
self on the mercy of the officials of the company, depending on
their generosity and sympathy for a settlement of the damages.
The young woman, Nellie Cummings by name, operated under
the aliases, Madeline Banks, Trellas Reynolds and perhaps others.
She came from Syracuse to Albany, where, by enlisting a clergyman
in her service, she induced the United Company of that city to give
her $35. On June 14 she registered at the Yates Hotel, Syracuse,
and on June 21, one week later, deliberately threw herself from a
car of the Syracuse Rapid Transit Railway Company at Salina and
Genesee Streets. She met with pretty severe injuries in this fall
and had to be taken to a hospital for treatment. Meanwhile Mr.
Connette made a thorough investigation of the case, with the result
that the young woman was turned over to the police when dis-
charged from the hospital. The company did not, however, press
the charge against her in the court, and she was released, the
authorities feeling that she thoroughly repented of her evil deeds.
The young woman's history and her operations are interesting.
A legitimate accident that she had in New York is said to have
started her on her career of evil doing. She is said to have gone to
Coney Island by trolley, and while there to have fallen from a car,
receiving painful injuries. She was taken to the Brooklyn City
Hospital, and on the following day the claim agent of the com-
pany settled with her fur $50 cash and the doctor's bill. She re-
mained in the hospital several weeks, and when released thought
that inasmuch as this money had come so easy she would try and
fall off cars again and get settlements. This, it seems, was in May,
1903. She visited different places in New York State, and fell off
a car in Elmira, N. Y., under the name of Madeline Banks, but got
nothing. In Binghamton, under the name of Nellie Cummings, she
got $9 in cash and a pass on the trolley lines. In Albany, N. Y.,
she gave the name Trellas Reynolds. Here she got $35 cash and
the company paid the hospital bill. From Albany she went to Syra-
cuse. She admitted having "faked" accidents against companies
outside of New York State, but declined to disclose the names of
tlie places in which she operated.
1NTERURBAN ROADS NOT AN ADDITIONAL SERVITUDE
The Indiana Supreme Court has just handed down a decision
holding that an interurban railway with a franchise from the city
to lay tracks in the streets with such rails as it sees fit, and to oper-
ate thereon by electricity cars running to and from other towns and
cities, carrying passengers, baggage, light express and mail matter,
or baggage, light express and mail matter without passengers, run-
ning not more than two cars in a train, is not an additional servi-
tude which necessarily causes damage to an abutting owner and
entitles him to enjoin the building and operating of such railway in a
street, until his damages are assessed and paid, or tendered. Such
owner can only have his action at law for actual damages suffered.
The decision was handed down in the case of Henry Mordhurst
versus The Fort Wayne & Southwestern Traction Company, in
which the appellant sought to enjoin the company from building
and operating an interurban line past his place in the city of Fort
Wayne extending to the city of Huntington. It was admitted that
th - city of Fort Wayne had granted a franchise, and the State had
given a charter to the traction company, authorizing the road to be
constructed, but it was insisted that such a company had no right to
occupy the street without buying or condemning the privilege and
compensating the abutting owners.
The fact that a city street railway is not an additional servitude
in the street was long since decided by the courts of Indiana, and is
equally well settled that a steam railroad must pay the lot owners
for the privilege of building a track in a street. The question of an
interurban company's rights in the streets, however, is a new one in
Indiana. On this point the court said:
Tf the use of the streets by the defendant in the manner and upon the
conditions described and set forth in the contract would not create a new
and additional burden upon the street, and a deprivation of plaintiff's bene-
ficial interest therein, then he is not entitled to an injunction against the con-
struction of the railroad. The kind of rail was not specified in this case,
and a T-rail such as is used by steam and other railroads may be adopted.
The fact that light express matter, passenger baggage and United States
mail are carried on a car does not affect the property owner nor injure his
property. The transportation of articles of this kind does not create any re-
semblance between the interurban electric road and a steam road carrying
ordinary goods and merchandise, and results in none of the annoyances and
injuries which are caused by either passenger or freight trains on a steam
railroad. Trains on steam roads are drawn by locomotives, which con-
stantly emit smoke, sparks, cinders and steam, and which drop coals of fire.
Their passenger trains usually consist of an express and baggage car and
from one to many large and heavy coaches. Freight trains are com-
monly made up of from one to thirty or more large and unsightly cars for
the transportation of coal and other heavy merchandise and live stock. It '.s
apparent that every objection founded upon injury to his property rights
which the plaintiff can justly urge against its use by the defendant of Fulton
Street in front of plaintiff's lot would apply with equal force to the use of
that thoroughfare by an electric street railroad constructed wholly within the
city limits.
The business done by a local street railway, and the physical agencies and
manner in which and by which it is carried on are consistent with the use
of the street by the lot owner and general public, and if not directly bene-
ficial to the abutting real estate, they are not detrimental to it. They relieve
the street from some of the burdens of travel upon it, they facilitate travel
between different parts of the city and enhance the value of abutting prop-
erty by increasing the conveniences of access to it.
Rapid and cheap transportation of passengers, light express and mail matter
between neighboring towns and cities may be quite as necessary and as
largely conducive to the general welfare of the places so connected and their
inhabitants as the like conveniences within the town or city.
Therefore, for any actual and special damage sustained by the abutting lot
owner by reason of the construction of the appellee's railroad, or resulting
from its use, the lot owner has his remedy by an action at law, and the in-
terurban company will be liable to the abutting owner for any special injury
to his property occasioned by the negligence of the company in constructing
its road or in operating it.
The interurban interests in Indiana are greatly pleased over the
result of this litigation. For some time there has been uneasiness lest
the courts might make a distinction between street and interurban
roads. Similar suits are now pending against the Indiana Union
Tracton Company by citizens residing in College Avenue, Indian-
apolis. This decision, however, clears the way and grants to the
interurban companies rights equal with those of a street railway
company.
♦
IOWA INTERURBAN EARNINGS FOR 1903
The interurban railways of Iowa have all filed with the Execu-
tive Council of the State, for assessment purposes, verified state-
ments of their gross and net earnings, operating expenses, taxes,
etc. The statements cover the year 1903.
The Boone Suburban Railway Company reports a mileage of
4.7; total gross earnings, $8,022; gross earnings per mile, $1,706;
total operating expenses, $5,140; operating expenses per mile,
$1,093; total net earnings, $2,882; net earnings per mile, $613;
The total value of the road, as found by the Executive Council for
the year 1902, was $18,800. After making deductions for taxes,
it is found that the road earned 14 per cent on the above valuation.
The Cedar Rapids & Marion City Railway reports a mileage
of 12.06, the same as for 1902; gross earnings of $113,743.50;
gross earnings per mile, $9,431; total operating expenses, $89,886;
operating expenses per mile, $7,453; total net earnings, $23,857,
net earnings per mile, $7,453; total net earnings, $23,857; net
earnings per mile, $1,978. The total value of the road as found
by the Executive Council for the year 1902, with the same mileage,
was $188,040. After making deductions for taxes, it is found that
the road earned 11^2 per cent on this valuation.
The Interurban Railway Company reports a mileage of 28.87 <
total gross earnings, $125,949 ; gross earnings per mile, $4,362 ;
total operating expenses, $67,685 ; operating expenses per mile,
$2,344; total net earnings, $58,263; net earnings per mile, $2,018.
The total value of this road, as found by the Executive Council
for the year 1902, witli a mileage of 23.41, was $233,100. By add-
ing $6o,coo to this value for the additional mileage of 5.42, the
total value for 1903 was $293,100. After making deductions for
taxes, it is found that the road earned nearly 19 per cent on this
valuation.
The Mason City & Clear Lake Traction Company reports a
mileage of 14.62, the same as for 1902; gross earnings of $41,986,
gross earnings per mile, $2,421; total operating expenses, $38,-
026; operating expenses per mile. $2,193; total net earnings,
$3,960 ; net earnings per mile, $228. The total value of this road, as
found by the Executive Council for the year 1902, with the same
mileage, was $52,632. The road earned less than ^ of 1 per cent,
after making deductions for taxes, on the above valuation.
The Tama & Toledo Electric Railway reports a mileage of 2.75,
the same as for 1902 ; total gross earnings, $10,894 ; gross earnings
per mile $3,961 ; total operating expenses, $8.347 ; operating expenses
July 16, 1904.]
STREET RAILWAY JOURNAL.
ii5
per mile, $3,035 ; total net earnings, $2,547 ; net earnings per mile,
$926. The total value of the road, as found by the Executive
Council for the year 1902, with the same mileage, was $19,996.
The per cent of earnings on this valuation, after deducting taxes,
was nearly 12 per cent.
The Waterloo & Cedar Falls Rapid Transit Company reports a
mileage of 54.73, or 23.53 miles more than for the year 1902. Total
gross earnings, $90,772; gross earnings per mile, $1,658; total
operating expenses, $47,385 ; operating expenses per mile, $866 ;
total net earnings, $43,386, net earnings per mile, $792. The total
value of the road for 1902, with a mileage of 31.2 was found by
the Executive Council to be $312,000. By adding to this amount
$235,300 for the additional mileage, the total value of the road
for 1903 was $547,300. On this valuation the road earned more
than 8 per cent, after making deductions for taxes.
All but one road earned more than 8 per cent on the actual valu-
ation, and one as high as 18 and another 14 per cent. The one
exception noted above was no doubt due to the unfavorable
weather last year, the road depending largely on the lake resort
traffic for its earnings. The total gross earnings for all six of the
lines were $391,367; the average gross earnings per mile for all the
roads were $3,324; the total operating expenses were $256,471; the
average operating expenses per mile were $2,178; the total net
earnings, $134,897; the average net earnings per mile were $1,146.
The average earnings on actual valuation, after deducting taxes,
were more than 10 per cent.
SELECTION OF ARCHITECTS FOR UNITED ENGINEERING
BUILDING
The conference committee of the three national engineering
societies and of the Engineers' Club, charged with the responsi-
bility of giving effect to the gift of Andrew Carnegie of $1,500,000
for the erection of two buildings in New York City suitable for
their respective purposes, has made the selection of architects for
the respective structures. The successful competitor for the
United Engineering Building is Herbert D. Hale, of Boston,
with Henry G. Morse, of New York, as associate architect, and
for the Engineers' Club, Whitfield & King, of New York. The
successful competitors in the open class for four equal prizes of
$400 each in addition to Mr. Hale are Trowbridge & Livingston,
of New York; Frank C. Roberts & Company, with Edgar V.
Seeler associate, Philadelphia, and Allen & Collins, of Boston.
Details have already been made public as to the nature of the
two buildings, which will require for construction from $1,000,000
to $1,200,000. The United Engineering Building will occupy land
125 ft. front by 100 ft. on West Thirty-Ninth Street, while the
club, with a frontage of 50 ft. and a depth of 100 ft., will face
on Bryant Park and the new Public Library. The United Engi-
neering Building, aside from quarters for the American Society
of Mechanical Engineers, the American Institute of Electrical
Engineers and the American Institute of Mining Engineers, as
well as other societies enabled to participate in the accommoda-
tions, will have several fine auditoriums and a magnificent library.
The club building will be about iiy'2 stories high with the usual
accommodations of a club and some sixty or seventy bedrooms
for members.
+++
LOS ANGELES RAILWAYS MAKE GENEROUS OFFER TO
SPRINKLE STREETS
The Huntington electric railway companies of Los Angeles,
through Attorney W. E. Dunn, have submitted to the City Council
a proposal to oil that portion of the city streets occupied by rail-
way tracks of the companies, and for a space of 2 ft. on either side
of the right of way, provided the city authorities will oil the re-
maining portions of the thoroughfares.
The proffer, which, in all probability will be accepted, reads as
follows :
We have heretofore refused to sprinkle the streets with water, under an
ordinance recently passed by the Council, not because of the expense of
sprinkling, but because we believe the law does not contemplate the placing
of this burden upon us any more than upon other citizens who use the streets
for trucking, driving and riding, and, further, because it must seem un-
reasonable to any fair mind that your Honorable Body should have the
power to make it a crime for us not to sprinkle such portions of the streets as
you may designate, when the only water available for the purpose is the
water owned by you, for which you and succeeding Councils can charge us
your own price. In short, you say to us: "We will imprison or fine you if
you do not buy water from us at our price and sprinkle our streets with it."
There are many other reasons why it seems to us this is an unfair position
on the part of the city, but we will not discuss them here.
It is essential to the success of our business, as well as to the comfort of the
people, that the streets should be kept in good condition, and having that
in view, and feeling as we do that the city cannot afford to use its water to
sprinkle its streets for many years longer, we propose that we will begin with
the city a system of oiling the streets, and that we will thoroughly oil and
maintain that portion of the streets upon which we have tracks, between the
tracks, between the rails, and for 2 ft. on each side thereof, as rapidly as the
city will oil the balance of these streets. This will be a permanent and lasting
improvement, and, while it will cost more than sprinkling for a time, it will in
the end be economy.
Statistics show that during the last year the city's sprinkling
bill was $125,000, or nearly $400 per mile.
CHICAGO COUNCIL ORDERS A UNION TRACTION LINE TO
VACATE— OTHER FRANCHISE MATTERS
Another decisive move has been made by the Chicago City
Council in the franchise matter. On Monday, July 11, the Coun-
cil decided to offer for sale to a new company the Adams Street
rights of the Chicago Passenger Railway Company, whose fran-
chise expired April 21, and to order the present companies off
the streets. The companies will be given three months in which
to remove their cars and tracks. Before the end of that period
the City Council will have resumed its session after the summer
vacation, and the question of giving the streets to a new company
will be taken up.
Alderman Foreman, chairman of the local transportation com-
mittee, introduced the resolutions and orders intended to bring
about these results. One of the orders authorized and directed
Mayor Harrison to invite proposals for the installation of a sys-
tem of street railways upon the following streets: Adams Street,
from Clark Street to a point 500 ft. west of Desplaines Street;
Desplaines Street, from Adams Street to the south line of Har-
rison Street; Harrison Street, from the east line of Desplaines
Street to the west line of Western Avenue; Western Avenue,
from the north line of Harrison Street to the south line of Twelfth
Street; Twelfth Street, from the east line of Western Avenue to
Crawford Avenue.
These streets are now occupied by the Chicago Union Traction
Company as lessee of the Chicago Passenger Railway Company.
The resolution also provides for the extension of the system upon
other streets now occupied by these companies at such times as
the grants shall expire, and upon such other streets as may be
advisable for the completion of a connected system of track.
The order provides that the proposals shall be invited on sev-
eral plans for which terms, conditions and specifications will be
furnished by the city; that the city shall require the deposit of a
certified check for such sum as may be determined on with each
proposal, and shall reserve the right to reject any or all bids, and
that the proposals when received shall be reported to the City
Council for its action.
The other order of Alderman Foreman directed the Mayor to
notify the Chicago Passenger Railway Company and Union Trac-
tion Company, its lessee, to vacate and remove the tracks from
Adams and other streets in the system in which the rights granted
April 21, 1884, for twenty years, have terminated. Corporation
Counsel Tolman was instructed to institute such legal proceed-
ings and take such other steps as may, in his opinion, be neces-
sary to carry out the purpose of the order.
The question of transfers came near to upsetting the negotia-
tions of eighteen months between the city and the Chicago City
Railway Company at the meeting of the Council on Monday.
In fact, matters did come to a temporary halt when Col. Bliss,
representing the South Side Railway Company, flatly refused to
accede to the demand of the city for a reservation of the right
to designate the points at which universal transfers might be
issued. The transfer proposition was a new one, injected at the
last moment, and provided that the company issue transfers be-
tween its line and those of other companies at all intersecting
points, or where the tracks came within 200 ft. of each other.
Col. Bliss said that this proposal meant bankruptcy for the com-
pany, and eloquently set forth his reason why the proposal was
impossible of adoption. It was finally decided to appoint a sub-
committee of the Council to investigate the transfer question
with the officials of the. company. In this connection it is inter-
esting to note that the Council has retained George A. Yuille as
expert to advise on street railway matters, particularly as to the
location of transfer points. Mr. Yuille, it will be remembered,
was at one time second vice-president and assistant general man-
ager of the West Chicago Street Railway Company.
>4> «
The St. Joseph Street Railway, Light, Heal & Power Company's
system in St. Joseph, Mo., was recently tied up by a strike of power-
house firemen.
n6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 3.
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED JULY 5, 1904
764,007. Automatic Tramway Point; Richard H. Radford,
Sheffield, England. App. filed Sept. 5, 1902. The rail has a recess
with parallel opposing walls and a movable switch point having
a portion adapted to enter therein and fit the walls so snugly as
to form an air cushion, thereby preventing noise when the switch
point returns to normal position.
764,020. Electrically Propelled Vehicle; Russell Thayer, Phila-
delphia, Pa. App. filed April 11, 1904. An electrically propelled
vehicle provided with an electric motor and storage battery ar-
ranged to traverse the tracks of an overhead trolley system and
provided with means whereby the vehicle may leave the track,
pass an obstruction, and return to the track.
764,039. Overhead Trolley; Clide C. Chambers, Everson, Pa.
App. filed Feb. 25, 1904. The wheel fork is pivotally mounted
and adapted to swing on a segmental track to accommodate
curves or kinks in the trolley wire.
764,043. Railway Switching Apparatus; John P. Coleman,
Edgewood, Pa. App. filed Oct. 7, 1903. Means whereby indica-
tion is given when the switching mechanism has performed its
function.
764,148. Third-Rail Guard for Electric Roads; John S. Payne,
Midland Park, and James S. Payne, Wortendyke, N. J. App.
filed July 23, 1903. A series of cover plates for the third rail and
means for lifting them to allow the shoe to make contact with
the rail, the plates dropping as the car progresses.
764,166. Railroad Switch; Fletcher T. Troutman and Albert
Gonzalez, Los Angeles, Cal. App. filed March 29, 1904. Details
of mechanism for throwing the switch from a moving car.
764,194. Trolley Pole; Caleb Jones, London, Ky. App. filed
Dec. 17, 1903. A trolley pole which will automatically reverse its
position when the direction of travel of the car is reversed.
764,211. Current Collector for Electric Railways; Frederick R.
Slater, Yonkers, N. Y. App. filed Dec. 5, 1903. A guard is
mounted above the conductor with its inner edge extending be-
yond the inner side face thereof, the collecting shoe making side-
contact with the conductor.
764,224. Trolley; John Q. Brown, Oakland, Cal. App. filed
April 12, 1904. Details of construction of a trolley particularly
adapted for use on high-speed, heavy, multiple-unit electric trains.
764,244. Third-Rail System for Electric Railways; Washing-
ton H. Kilbourn, Greenfield, Mass. App. filed Oct. 1, 1903.
Comprises a conductor and guard rails secured at opposite sides
of and projecting above said conductor, and separated from each
other above the conductor by an arm-receiving slot, said guard
rails being composed of sections insulated from each other and
from the conductor.
764,255. Car Fender; Alfred Robinson, Pittsburg, Pa. App.
filed March 24, 1904. Details.
764,264. Railway Switch; John E. Swonson, Des Moines, la.
App. filed June 3, 1903. Details of a switch which is thrown by
an electric current taken from the trolley wire by the moving car.
764,317. Car Fender; Philip Todd, Homestead, Pa. App. filed
April 12, 1904. Means for lowering the fender to bring it closer
to the rails
764,371. Trolley Wire Replacer; John D. Ratliff, Muncie, Ind.
App. filed Feb. 15, 1904. Threaded screw-drums on each side of
the trolley wheel in which the pitch of the threads is disposed
toward the trolley wheel.
764,384. Insulating Support for Electric Third Rails; Fred-
erick R. Slater, New York, N. Y. App. filed May 28, 1903. De-
tails.
764,388. Electric Railway; Henry N. Sporborg, Rugby, Eng-
land. App. filed Dec. 9, 1902. A plurality of conductors arranged
parallel to the track rails and provided with means for connecting
the conductors together and tripping coils for rendering the con-
necting means inoperative, adapted to be operated from a distant
station.
764,392. Trolley; Bernard E. Sunny, Chicago, III. App. filed
Dec. 10, 1903. A current collector for a double conductor elec-
tric system, comprising two members, one having a constant path
of contact relatively to one conductor and the other adapted to
have a shifting path of contact relatively to the other conductor.
764,400. Cut-Out for Trolley Conductors; Pendleton G. Wat-
_ mough, Jr., Schenectady, N. Y. App. filed Nov. 1, 1901. A
safety cut-out for trolleys comprising sectional trolley wires, a
loop in each section and a guide bracket therefor, a weight at
each loop for holding the conductor under tension, and a switch
operated by the falling of the weight when the conductor yields
or breaks to disconnect the trolley section from the feeder.
764,418. Multiple Trolley; John S. Briggs, Los Angeles, Cal.
App. filed June 1, 1903. Two trolley wheels arranged in tandem,
one of which is mounted in the harp and the other of which is
connected thereto by a spring.
764,494. Fare Register and Recorder; Wilfred I. Ohmer, Day-
ton, Ohio. App. filed Nov. 28, 1903. The register produces two
records, one consisting of a series of records of each individual
trip and the other being a final record covering the totals of the
several trip-records for any desired period of time.
764,505. Electric Switch; John L. Steeb, Butler, Pa. App.
filed Sept. 29, 1903. Details.
PERSONAL MENTION
MR. H. C. SPAULDING has just been appointed assistant
sales manager of the Triumph Electric Company, of Cincinnati,
Ohio.
MR. C. NESBITT DUFFY, of the Chicago City Railway Com-
pany, was married on Wednesday, July 6, to Miss Clara Cunning-
ham, of Chicago. Mr. Duffy's many friends will be greatly pleased
to extend their congratulations to him on the happy event.
MR. A. L. WATERBURY, who was at one time first vice-
president and general manager of the Citizens' Telephone Com-
pany, of Houston, Tex., has accepted a position as general man-
ager of the sales department of the American Conduit Company.
Mr. Waterbury will have his headquarters at the Chicago office
of this company, 1005-6 Manhattan Building.
MR. JAMES D. HOUSEMAN has resigned as general manager
of the St. Louis, St. Charles & Western Railroad, which runs from
the terminus of the Eastern Avenue division of the St. Louis Tran-
sit Company to St. Charles, Mo. Mr. Houseman will in the future
devote his attention to the Suburban Telephone Company and other
enterprises with which he is connected. Mr. Houseman has an-
nounced that Mr. J. B. C. Lucas, president and treasurer of the
railway company, has disposed of his interest in the company.
MR. H. M. LITTELL, general manager of the Chattanooga
Rapid Transit Company, of Chattanooga, Tenn., recently ad-
dressed to the employees of the company a circular in which he
complimented them on their efficient handling of the extraordinary
business of the Festival week. Mr. Littell is a man of wide experi-
ence in the field, and is a strict disciplinarian, but he is ever ready
to acknowledge unflinching loyalty. Mr. Littell said that never
had he seen a road more smoothly operated.
MR. W. S. HOOK, who was vice-president, treasurer and gen-
eral manager of the Los Angeles Traction Company, Los Angeles,
Cal, before the absorption of that company by the Los Angeles In-
terurban Railway Company, died in Philadelphia a few days ago.
After Mr. Hook disposed of his interest in the Traction Company he
decided to take a long rest, as the exacting duties of his position with
the company had slightly impaired his health. He went East soon
after the sale, living for a time in Chicago. Later he moved to
Philadelphia. Mr. Hook was, as a matter of fact, the real founder
of the Traction Company. He planned the enterprise and car-
ried it to a successful end. His favorite hobby in recent years was
the building of a line to San Pedro. He organized a special com-
pany to build the road, and finally saw his dream realized. Mr.
Hook was distinctly what is known as a family man. He is sur-
vived by a widow and two sons.
MR. SAMUEL JONES, Mayor of Toledo, Ohio, who was
familiarly known by the soubriquet of Golden Rule Jones, died
at his home in that city Tuesday evening, July 12. Mayor Jones
was a man of strong personality, and during his brief public
career did many noble things for which he should be justly
praised. He was, however, in every sense a radical, and like
others of his kind knew not the force of logic when applied to
questions that were his hobbies. One of the Mayor's pet themes
was the regulation of public service corporations, regarding the
restrictions of which he had the most fanciful ideas. Some of
these ideas he set forth plainly in a recent message to the City
Council regarding the application of the Toledo Railways & Light
Company for franchise renewals. Mr. Jones was serving his
fourth term as Mayor when he died. His first term was served
as a Republican. During the next six years he ran as an inde-
pendent, as the Republican organization felt that it could not
again nominate on its ticket a man whose views of municipal
ownership, labor legislation and kindred subjects were not in
keeping with the views of the organization. Despite this, how-
ever, he was elected each time he ran, showing that he was
immensely popular.
Street Railway Journal
NEW YORK, SATURDAY, JULY 23, 1904. No. 4.
Vol. XXIV.
Published Every Saturday by the
McGRAW PUBLISHING COMPANY
Main Office:
NEW YORK, Engineering Building, 114 Liberty Street.
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Cable Address, "Stryjourn, New York"; "Stryjourn, London"— Liebcr's Code
used.
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Subscriptions payable in advance, by check or money order. Remittances
for foreign subscriptions may be made through our European office.
Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not latur
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Economy of Air Brakes
Air brakes have come naturally to be considered a necessity
on heavy interurban cars. On single-truck city cars they have
made very little headway. When it comes to double-truck city
cars, however, there is a contested territory where there is
considerable difference both in practice and opinion. Many
companies are operating double-truck city cars with hand
brakes, while others are using air brakes for the same weight
of car. The question is, perhaps, too often considered simply
as one of cost of brake maintenance. If that is the only thing
to be considered there is no doubt that the hand brake is the
most economical. Some managers object to the air brake be-
cause they say that with the additional complication it involves
it is not, on the whole, as reliable as the band brake, and that
with the class of labor employed it is less likely to prove re-
liable. This, however, is simply another way of putting the
argument that the cost of maintenance of the air brake is
greater than of the hand brake. It is known from experience
with air brakes on heavy cars that they can be maintained so
as to give good and reliable service if the proper attention is
given to maintain them in reliable condition. It is, therefore,
simply a question of cost of maintenance after all, as by spend-
ing enough money on maintenance the air brake can be made
reliable. The whole thing simmers down, then, to whether it
pays to spend this money in maintenance for the benefits re-
ceived from the air brakes.
The greatest benefit which is supposed to be obtained from
the use of air brakes is the reduction of accidents. That air
brakes save some accidents there is no doubt, but like every
other safety appliance their value in that respect, however great,
is largely a matter of guess work. While this is important,
it is not the only advantage of air brakes. There are other
points to be gained by their use as compared to hand brakes,
which are susceptible of fairly definite engineering determina-
tion, and it is to these points that we wish especially to call
attention here in the hope that the city railways that are now
adopting air brakes may be induced to determine for their own
benefit, and that of the art in general, how much these points
amount to.
It has been claimed that with cars operating over the same
route on a given schedule less energy in kilowatt-hours per car
mile will be required than with hand brakes. This would
apparently be true for two reasons. Since the air brakes are
applied more quickly and easily than the hand brakes, a motor-
man will naturally drift with current off more with the air
brake than with the hand brake. When, with the air brake,
he would apply the brake suddenly and make a quick stop, he
would apply it slowly by hand, and hence could not coast as
much to make the same schedule with the hand as with the air
brake. Further than this a motorman is tempted to run with
the brakes partly set, or at least with the slack all taken up
when in a crowded street with a hand-braked car, because of
the necessity of being prepared to stop quickly. We see here
two reasons for increased economy with air brakes. Informal
tests that we have heard of would seem to indicate that these
things work out in practice as expected, but a determination
of how much this saving of energy will amount to in a given
case would be valuable.
Another point in favor of the air brake that has a com-
mercial value aside from the saving of accidents is that they
make possible a faster schedule without increased risk. We
have in mind one case where the introduction of air brakes in
city service had the effect of changing what was apparently a
very fast schedule and one hard to maintain into one with
which there was no trouble in being on time.
Ventilation as an Asset
Within the last few years a great deal of stress has been
laid by engineering salesmen upon ventilation as a strong point
in the design of apparatus, and there has grown up a feeling
among operating officials that unless a motor or a generator
is pretty well perforated by air ducts and holes for disposing
n8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
of accumulated heat losses, the machine is likely to be in-
capable of operating efficiently. The pendulum has swung so
far in this direction that it is time to call attention to the fact
that while adequate ventilation is a valuable asset, in the make-
up of any piece of electrical machinery, there are other features
of design which have quite as much influence upon the efficiency
curve. Like the hole in the doughnut, the ventilation duct is
the least expensive part of the machine, and may be used to
cover up a multitude of sins in the way of scamped copper and
iron, joint forebears of excessive PR losses. Everyone knows
that a motor with a fixed rating will carry heavy and sustained
overloads without protection as long as it is run with the cov-
ers off and air blown through it by the motion of the cars
or by a special fan. These points should be kept in mind in
selecting equipment along with considerations of weight, speed,
accessibility, reliability, momentary overload capacity, first
cost, maintenance guarantees and experience obtained by other
purchases with any given type of apparatus. It is more im-
portant to get an idea of the energy which is thrown away in
heat losses than to appreciate the admirable arrangements for
disposing of such wasted power after it is liberated in the regu-
lar operation of the machine.
Car Signs
The proper labeling of routes and destinations upon street
cars is a problem which dates back to the earliest days of horse
traction, and the requirements of different transportation sys-
tems in this matter are as variable as the geography of the
cities which they serve. The importance of equipping cars
with plainly-printed, definite signs, has often been referred to
in our columns, and there would be little need of calling at-
tention to the subject at this time were it not for the lapses
from good practice so frequently encountered in both city and
cross-country operation.
Progressive officials are now unanimous in the opinion that
some form of car sign is indispensable, even upon the shortest
roads. It is now pretty well realized that every fare counts in
the race of gross receipts against fixed charges and operating
expenses toward the goal of dividends, and in these days of
almost universal traveling, it is not enough that the inhabi-
tants of a particular locality understand their car service. The
stranger within the gates must have the way made plain to
him also, if the cab driver and the steam railroad company are
not to capture five or ten times the money which ought to go
to the street railway.
It is a mistake to assume that a proper equipment of signs
means that a car must in every case be as plastered with labels
as the windows of a cut-rate drug store. In the vast majority
of cases a destination sign at the front of the car, with a route
sign at the side — painted upon the panel, over the windows, or
affixed to the roof — answers all practical purposes. It is better
practice to mark a definite terminal, "City Park," upon the
front sign than to label it with the route "name, "Main Street."
The latter belongs at the side of the car, because of the over-
balancing importance of the destination.
The adoption of different colored cars for the various routes
is a convenience to the regular inhabitants of a city, but it is
of little use to the stranger, and on medium or small-sized sys-
tems has the disadvantage of preventing the interchange or
pooling of cars for service on different routes. In like manner,
the use of colored lights at night is far less valuable to the
visitor than the employment of a good illuminated sign above
the motorman's head.
Failure to properly equip cars with signs may easily result
in increased wear and tear and power consumption of the car
equipment, due to additional stops and starts made necessary
by the inquiries of uncertain passengers. When these stops
and starts are made upon heavy grades the strain upon the
equipment and waste of energy is all the more needless. The
would-be passenger has no other recourse than to stop the
car in order to find out where it is going — if it is insufficiently
labeled — and there is reason to believe that in the course of a
year the cost of wasted power and extra depreciation of rolling
stock due to this poverty in the use of signs amounts to con-
siderably more than the expense of properly marking the cars.
Operating points of this character are small things in them-
selves, but their sum total often decides the profit and loss of
a year's business. Interurban lines with established stations
and printed time-tables are naturally less affected by the sign
problem than city and suburban roads. In no business in the
world is the old Scotch proverb, "Many a mickle makes a
muckle," better illustrated than in street railway work, and
there is no doubt that a little more care in the use of car signs
will amply repay considerable trouble and expense in its re-
sulting effect upon transient traffic on many modern electric
railway systems.
Sub-Station Wiring
Within the past few years the wiring of sub-stations has
come to be regarded as one of the most important features of
design. This is due in part to the increasing use of higher
voltages upon the line side of the transformers, and in part to
a growing appreciation of the value of continuous, reliable ser-
vice. In the congested districts of large cities the value of real
estate and fixity of established property lines do not permit that
freedom of design which we find carried out in country or
suburban sub-stations, so that much greater ingenuity is re-
quired in securing a good arrangement of apparatus.
The wiring problem is naturally conditioned by the design as
a complete whole, and it generally follows that a simple,
straightforward arrangement of apparatus means the avoid-
ance of complication in the high and low-tension circuits. In
the early days of alternating-current transmission little atten-
tion was paid to the systematic layout of sub-station wiring.
The advent of potentials varying from 10,000 volts to 60,000
volts has changed all this, and the practice of simplifying the
high-tension circuits in particular is rapidly being standard-
ized. Even in modern designs, however, there are still many
things to criticise in regard to the wiring arrangements. In a
sub-station placed in operation but a few weeks ago, the high-
tension wiring runs down a brick flue but 18 ins. wide and 5 ft.
long, to the serious danger of any employee who attempts to
repair any line trouble within the station, and the lightning
arresters' bare terminals project from the wall within 2 ft. of
the floor. Safety to employees is a fundamental requisite in
sub-station design, and the growing practice of running the
high-tension circuits in the open, where their course can be
plainly followed from the wall bushings to the transformer
primaries; deserves the utmost commendation.
Although wiring troubles are of infrequent occurrence in
most modern sub-stations, there is always danger of at least a
burn-out from lightning or from fire, caused by some high-
tension cross between low and high-potential circuits in the
system or its neighborhood It is always vitally important to
cut short every period of break-down as far as possible, and the
sub-station which is wired in a simple, straightforward fash-
ion, possesses no small advantage when anything goes wrong
with its circuits. The use of polyphase instead of single-phase
July 23, 1904. J
STREET RAILWAY JOURNAL.
119
transformers means greater simplicity in both high and low-
tension wiring construction, in addition to an economy in space
and weight which permits a highly desirable saving in the first
cost of real estate and building construction. Thus, three
1000-kw three-phase transformers take the place of nine 333-kw
single-phase units, with a marked saving in wiring complica-
tions and a reduction of 30 per cent in floor space. It is poor
economy to use smaller insulators and less expensive insula-
tion inside the sub-station building in the belief that the ab-
sence of exposure to the elements warrants this sort of laxity.
Of course, insulation is a snare and a delusion upon circuits
carrying much over 10,000 volts, and the best practice usually
leaves the high-tension wires bare inside the building as well
as without. It is likewise a mistake to fail to insulate properly
the low-tension circuits, not so much on account of the danger
to attendants as in the interests of safety against fires and
crosses.
The keynote of simple sub-station design lies in the treat-
ment of the apparatus arrangement from what we might call
the manufacturing or industrial standpoint. That is, the pro-
cess of transformation must be realized at every step in laying
out the equipment, just as the sequence of operations in a
factory determines the route of the raw material through the
machinery to the product. From this viewpoint the high-
tension entering current is the raw material, and the low-
tension current the completed product. Just as in a modern
factory the effort is made to carry every process ahead of its
preceding operation in the shortest and most direct route, so
is it desirable to follow the straight-line course in carrying
electrical energy through a sub-station's wiring and equipment.
The Future of Coal
Mr. Parker, of the United States Geological Survey, has re-
cently predicted that another half century will see the practical
end of the anthracite supply, and that from now on the bitu-
minous coal will come steadily more and more into use. The
fact is that the anthracite beds are very limited in extent, have
been now hard-worked for a good many years, and there seems
small prospect of finding new fields, at least within reach of any
considerable extent. Aside from the Pennsylvania field there
is practically no American source of anthracite, save one of
minor consequence in Colorado. The specially significant fact
which Mr. Parker brings out is that the anthracite production
has already passed its maximum. For several years the annual
output ranged around 70,000,000 tons, but in the past three
years it has averaged less than 60,000,000. A decline in pro-
duction so considerable as this is no accident — it means that
the conditions of supply are such that the use of anthracite is
on the decline, and that the growing industries of the country
are depending, either by design or as an incident of situation,
upon the bituminous supply. Confirmatory evidence is fur-
nished by the fact that in the past three years the output of
bituminous coal has considerably more than doubled, rising to
the enormous figure of more than a quarter of a billion tons
per year. Of course, in large industries, soft coal has been the
staple for years, but it seems clear that in the future — and in
the near future, at that — it will be the exclusive fuel for gen-
eral manufacturing purposes. But, with the country growing,
the immense output of soft coal must still rapidly increase,
while that of anthracite falls off. It is probably not stating the
case too strongly to say that in the lifetime of men now in
active pursuits, anthracite coal will become as much of a luxury
as cannel coal now is.
In other words, it is clear that within comparatively few
years the shortened supply and increased difficulty of mining
anthracite will put it practically out of the market. But what
about the supply of soft coal ? One can hardly expect the coal-
using industry to decline, and at a very conservative estimate
of growth one may soon expect to find the quarter billion tons
become a half billion. At such a rate of dissipation, what is
the outlook for the world's future coal supply. It is, perhaps,
idle to speculate on the grand total of the world's resources, for
Asia and Africa are yet to be exploited. That there is a great
store of coal in these continents there is no reason to doubt.
Whether it is, upon the whole, good coal, reasonably easy to
mine, and within range of practicable transportation, is quite
another matter. Much of our own soft coal is of rather low
grade, and similar conditions may reasonably be expected else-
where. Coal from Central Africa would mean serious freight
charges, so serious as to tend to a shifting of the world's in-
dustrial center. Even now we see the effect of cheap coal in
drawing our own industries southward, and it may be no
idle dream to look forward to a day when the world's metrop-
olis may be located in Rhodesia. Population and manufacture
must inevitably shift away from regions of rigorous climate,
when coupled with scant fuel supply. Fancy for a moment the
anthracite supply exhausted and soft coal gone to the present
price of anthracite, a condition which even some men now born
may live to see. How long, for instance, could the American
cotton manufacturer compete with mills in Egypt, with fuel
sent down from the Nile.
But the practical side of this very problem which confronts
us to-day is the conservation of the fuel supply. The coal sup-
ply is a fixed quantity, even though large, and the present in-
roads upon the store are tremendous. What can be done to
lessen them and so to preserve the status quo a century or two
longer. Obviously, if manufacture grows, one of two things
must happen — either fuel must be used up at a rapidly increas-
ing rate, or it must be made to go further. The latter horn of
the dilemma is the one which immediately concerns the en-
gineer. If industry depended on the engines of seventy-five
years, or even fifty years ago, the coal output would have al-
ready risen to a billion tons a year. What can be done in the
next half century to make a ton of coal go further in industrial
use? Improvement of our prime movers is clearly the first
logical step. It does not seem a wild vision to imagine the coal
consumption brought down, even with steam engines or tur-
bines, to a pound per horse-power hour. In internal combus-
tion engines there is hope for still greater reduction. In the
best examples to-day nearly one-third of the heat is converted
into work, about one-third is rejected in the water circulation
and the last third is rejected in the exhaust. Clearly the lost
heat can either be put to work or lessened in amount, for it is
still at a relatively high temperature. If the consumption of
fuel could be brought down to half a pound of coal, or its equiv-
alent, per horse-power hour, the life of the coal supply would
be greatly increased. And perhaps there are improvements
now quite unthought of which will help out still more. The
water powers, too, can be worked to their full value. At the
present time they are only beginning to be utilized, but in the
long run they must win out against a rising cost of fuel. Econ-
omy in the production of power is the watchword of the present.
The whole trend of the situation indicates that as years go by
the relative fixed charges in power production — the rate of in-
terest— will steadily decrease and the fuel costs will go up. He
will build wisely who bears this in mind.
120
STREET RAILWAY JOURNAL,
[Vol. XXIV. No. 4.
THE SPRINGFIELD, TROY & PIQUA ELECTRIC RAILWAY
The majority of electric railway builders in Ohio have gone
into territory already occupied by steam roads, and by reason
of low rates and frequent service have succeeded in securing a
profitable share of the short-haul freight and passenger busi-
ness. In a few instances, electric roads have been built through
districts which heretofore have had no rail transportation facili-
ties of any kind, and in nearly all instances such roads have
proven of inestimable value in developing territory that has
practically been standing still for many years.
In Clarke and Miami counties, in Ohio, is a prosperous farm-
SPRINGFIELD, TROY & PIQUA RAILWAY AND SPRINGFIELD &
XENIA RAILWAY TERMINALS ON SAME RIGHT OF WAY AS
THE BIG FOUR (STEAM) RAILROAD
ing district, dotted by a number of small villages, which will
shortly hail with delight the first through cars on the Spring-
field, Troy & Piqua Railway, a modern high-speed interurban
road, designed for handling freight as well as passengers, which
has been built through the center of this district. The road is
practically completed between Springfield and Troy, a distance
of 29.6 miles, passing through the villages of Maitland, Law-
renceville, North Hampton, Dialton, Thackray, Christiansburg
GASOLENE INSPECTION CAR
and Casstown, and a right of way has been secured for a spur
line from a point near Casstown to Piqua, affording a direct
route between Piqua and Springfield, and providing a shorter
all-electric route between Lima, Springfield and Columbus.
The population on the present route is estimated at 1980 per
mile of track, including terminal cities. Springfield is one of
the best known manufacturing cities in the Central West ; noted
for its varied industries and for its public institutions, among
them the Masonic Home and the K. of P. Home. The popu-
lation of Springfield is 42,000. Troy is a seat of Miami County,
and is a live manufacturing city; population, 6000. Christians-
burg is the center of a large farming district, and heretofore
it has had no railroad connection; population, 1100.
The Springfield, Troy & Piqua Railway was projected by the
late General Asa S. Bushnell, former Governor of Ohio, a
gentleman who had acquired a large fortune in the manufac-
ture of agricultural implements at Springfield. Two years ago
he sold out these interests to a combine, and he determined to
promote the welfare of his home city by making it the center of
SPRINGFIELD, TROY & PIQUA RAILWAY AND DETROIT SOUTH-
ERN (STEAM) RAILROAD ON SAME RIGHT OF WAY
an extensive system of interurban roads. With his immediate
associates he purchased a controlling interest in the Spring-
field & Xenia Traction Company, operating a line to Xenia,
the seat of Green County, a city of 9000 inhabitants, located
25 miles south of Springfield. Work on the Springfield, Troy
& Piqua Railway was started in the spring of 1903, and another
road was projected to open up territory southeast from Spring-
field. General Bushnell did not live to see his plans consum-
A HEAVY CUT ON THE SPRINGFIELD, TROY & PIQUA RAILWAY
mated, as he died in January of this year. In the construction
of the Springfield, Troy & Piqua, General Bushnell secured the
assistance of F. J. Green, who had been identified with the
building and management of several of the leading traction
properties in Central Ohio. D. H. Ullery, formerly chief elec-
trician for the Appleyard syndicate, was secured to supervise
the installation of power equipment. The Champion Construe-
July 23, 1904.]
STREET RAILWAY JOURNAL
121
tion Company was formed for the purpose of building this and
other roads, and with ample financial backing, with the per-
sonal supervision of their own engineers and construction
forces, and without the usual contractor's profit, the road has
been equipped with the best of material and built on an econom-
ical basis.
Few roads have such advantageous terminal facilities as the
Springfield, Troy & Piqua. In entering Springfield it would
have been possible to make a traffic arrangement with another
company operating into the city
from the west, but General Bushnell
preferred an independent entrance.
This was secured by leasing for
ninety-nine years half of the double-
track right of way of the Detroit
Southern Railroad (steam), thus
bringing the electric line to within
a quarter of a mile of the center of
the city. The company built its car
house and freight terminal at the
end of this private right of way,
giving it a most advantageous loca-
tion for handling package as well as
bulk freight. Passenger cars oper-
ate to the Esplanade in the center of
the city by way of Grant Street,
Yellow Springs Street and Washington Street. Washington
Street is also occupied by the tracks of the Big Four Railroad
(steam), and passengers are landed within a stone's throw of
the Union Passenger Station. Direct connection is also made
with electric cars to Columbus, Urbana, Dayton and Xenia.
Entering Troy the company built its own track to the center of
the town, where connection is made with the Dayton & Troy
Railway for Dayton, Piqua and Lima.
In two instances the road runs around the centers of small
towns on private right of way, with 6-deg. curves, while in
other villages the line takes the center of the street.
But a trifle over one mile of the entire road is on highway
or streets, and T-rail is used exclusively. In Springfield and
Troy this is paved. with a special beveled brick known as the
Hocking paving brick. Through the country the road is on
private right of way, a short portion being at the side of the
highway, while the balance is cross-country, following a sec-
view of this piece of work is presented. There are but two
grade crossings on the line ; one at Troy is protected by a de-
railer, while the other, two miles west of Springfield, is in
conjunction with the crossing of the Erie and Detroit Southern
steam roads, and the crossing is protected by semaphores and
interlocker system operated from a tower ; a view of this cross-
ing is also presented. The only bridge on the line is a 360-ft.
double-deck timber trestle resting on concrete foundations.
Sixty-pound standard T-rail is used through the country and
STANDARD INTERURBAN CAR USED ON THE SPRINGFIELD, TROY & PIQUA RAILWAY
70-lb. T-rails in cities and villages. .Four-bolt and six-bolt
fish-plates are used. Concealed bonds are employed in the city
and Ohio Brass Company's outside soldered bonds in the coun-
try. The track is cross-bonded every 500 ft. The ties arc
standard size and spacing.
The poles are 35 ft., spaced 100 ft. apart, are all perfectly
straight and have 8-in. tops. The brackets are of the Rich-
mond flexible type, 10 ft. long, of il/>-in. pipe. There are three
cross arms, the two upper being designed to carry two sets of
three-phase high-tension lines, although at present only one
set is installed. The upper arm carries one 12^-m. pin, while
the lower has a pin on either end, so that the scheme of an
equilateral triangle will not be carried out until another set
of lines is installed. The arms are supported by wood braces,
the pins are soaked in paraffine ; the insulators are 7-in. double-
petticoat chocolate-colored porcelain, tested for 40,000 volts,
while the three high-phase high-tension wires are No. 4 copper.
Cliffs
CAR HOUSE AND FREIGHT TERMINAL OF
tion line with the highways half a mile on either side ; right
of way ranging from 40 to 60 feet. The track bed is graded
12 ft. wide on a level and 14 ft. on the cuts.
The heaviest cut on the line is 38 ft. deep at one point and
about 80,000 yards were taken out and filled nearby. At this
point on the line there is a grade of 2.6 per cent, nearly a half
mile long, which is practically the only grade on the road.
This cut was made nearly 40 ft. wide to avoid cave-ins, and a
IE SPRINGFIELD, TROY & PIQUA RAILWAY
The trolley wire is two 0000 grooved wire, dispensing with the
use of d. c. feeders.
The company decided it would be advisable to use combina-
tion cars exclusively. This enables traveling men to carry
their trunks with them, and makes every run an express run.
There are four of these cars, built by the John Stephenson
Company. The general dimensions are: Length of body over
corner posts, 40 ft. ; length over bumpers, 50 ft. 1 in. ; width
122
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
over sills, 8 ft. 6 in. ; height from top of floor to under side of
head lining, 8 ft. 6 in. ; weight of body, 26,000 lbs. The cars
are steam-coach type, with vertical sides, and have 12 double
sash windows on each side, monitor roof, drop platforms, round
front three-window vestibules, and Stanwood steps, with double
folding-step doors, which must be raised before door can be
opened. The side sills are one continuous piece of 4%-in. x
jY^-'m. yellow pine. The sub-sills are 3^ ins. x 5^4 ins., with
Yt,-\n. x 7-in. steel plates bolted between, running the full length
of sills. The end sills are 4%-in. x 7^-in. white oak, with
^-in. x 6-in. steel plates running between the width of framing
and returning on each end about 8 ins., forming right angles
where the end and side sills are joined with tenon and lap joint.
The platforms are supported by two 4-in. x 5-in. tees and four
y2-'m. x 5-in. steel plates. The bumpers are 3-in. white oak,
1NTERLOCKER AT ERIE CROSSING, WITH POWER HOUSE IN
THE BACKGROUND
capped with 7-in. x 3^-in. x 7-16-in. steel angles. The floor-
ing is double, with building paper between. The side posts
are 2y2-'m. x 4-in. ash, and the corner posts are 4 ins. x 4l/2
ins. The cars are thoroughly trussed.
The cars are designed to run double-end, and to obviate the
possibility of passengers interfering with the controlling appa-
ratus there is a cab at each end provided with double folding
doors, which partitions off the controlling mechanism and at the
same time leaves both doors of the rear end open for passengers.
The sashes in the upper portion of outside door of cab are
hinged and secured by a spring catch so that the motorman
may look out of the window without opening the entire door.
The baggage compartment is combined with the smoking com-
partment, and has seats arranged to fold against the ends and
side of cars when not in use. Six camp stools are also carried
on hooks from the roof. The windows have two sashes and
bottom sash raises 22 ins. Window heads are oval and have
art glass. The interior finish is all cherry. The window shades
are pantasote, with Forsythe spring rollers. The seats are the
Hale & Kilburn walk-over pattern, upholstered with black
pantasote. The heaters are Consolidated Electric. Nichols-
Lintern air-sanders,Wagenhal's headlights, Eclipse car-fenders
and Van Dorn couplers are other items of equipment. The
cars are mounted on Peckham M. C. B. No. 40 trucks, and are
equipped with four G. E. No. 57 motors. They are operated
by the G. E. Type M. multiple control system, and have West-
inghouse air brakes.
The company has one 50-ft. express car, which is fitted with
75 hp motors, and has unusually low gear, as it is the intention
to use it as a locomotive and haul standard steam freight cars.
A feature of the car is the fact that it is fitted with special ice-
BRIDGE IN SNYDER PARK
racks, so that the drip will not injure the woodwork and wiring.
The company expects to handle considerable ice from a lake
on its line, and it will also haul considerable produce and
dressed meat that will be benefited by the refrigerator feature.
The company has an arrangement with the Detroit Southern
Railway (steam) for handling its freight cars, ; nd it hopes to
make similar arrangements with other steam roads in this
vicinity. At Maitland the company has track connection with
the Detroit Southern and the Erie roads, and at Troy with the
Cincinnati, Hamilton & Dayton Railway. The prospects for
car-load freight business are very promising. At Christians-
burg and Casstown the advent of the road has induced the erec-
tion of grain elevators and warehouses for coal, lime and lum-
ber, and the company has placed connecting tracks to these
establishments. Freight and ticket offices will be maintained
in these towns. The freight house at Springfield is a brick
July 23, 1904.]
STREET RAILWAY JOURNAL.
123
building 36 ft. x 60 ft, with track through the center and one at
the side. There is an office and two 10-ft. platforms extend-
ing the length of the building, with large double doors on both
sides. The property at this point provides ample space for a
freight yard.
The car houses adjoining the freight station is 45 ft. x 180 ft.,
built of brick, with steel-supported slate roof. There is a wing
containing a stock room, dispatcher's office, reading room, bath
THE CASCADE IN NEFF PARK
room and shower bath for employees. There are three tracks
in the house. A portion of one is fitted with drains and cement
floors for washing cars, while the third extends over a pit 5 ft.
deep and 15 ft. wide. In this pit is the machine shop, the tools
being arranged along the outside wall and including a wheel
press, wheel lathe, planer, lathe and drill press. A 5-ton chain
hoist covers the entire pit and track. There is a screw-jack on
a truck below the track, and the advantage claimed for this
CASCADE CREEK IN NEFF PARK
shop arrangement is that practically all the repair work can
be done without leaving the pit. All the floors in the building
are concrete and the tracks are supported on concrete piers.
The building is well lighted and, as it stands on the edge of a
cliff, the drainage is excellent. The tracks in the house have
an elevation of one-half of 1 per cent, so that cars will run out
as a protection against fire. The house is fitted with three Kin-
near rolling steel shutters. The special work at this point, as
well as other special work, was furnished by the Indianapolis
Switch & Crossing Company, of Springfield.
The company expects to derive considerable traffic through
excursion business. Four miles from Springfield, a large base-
ball park, with covered grand stand, has been erected by the
company, and regular scheduled games will be played during
the balance of the season. The park was opened June 26, and
the company handled a veryjarge crowd with the first passen-
ger cars to operate on the line. Two miles west of the busi-
ness section of Springfield lies Snyder Park, a magnificent city
park, upon which the municipality has expended large sums
in beautifying and improving. Two views in this park are
presented. The electric line extends the full length of the
park, a distance of more than a mile, and three waiting rooms
have been erected. Pioneer Woods and Echoltz Park are
popular picnic grounds, while Lost Creek and Mad River are
famous fishing streams. Neff Park, near Yellow Springs, on
the Springfield & Xenia Railway, will also give this company
considerable business, and through excursion cars will be oper-
ated to this resort, which is one of the most beautiful in that
portion of Ohio. The park, embracing nearly two hundred
acres, occupies a deep ravine, surrounded by lime-stone rocks
affording rugged and picturesque scenery. There is a large
lake, affording boating and bathing, and a large dancing pa-
vilion and dining room are among the attractions. The man-
agement caters only to the best class of people, and the park
is used primarily for picnics and evening trolley parties. Tick-
ets are sold over both roads bearing coupons for admission to
the park, and both roads have arrangements for furnishing
special cars, with exclusive use of the dancing pavilion.
In planning for the power station for the Springfield, Troy
& Piqua Railway, several circumstances made it inadvisable to
follow the usual practice of placing it near the center of the
line. The Springfield & Xenia Railway had no power station
of its own, and it was thought probable that other roads would
be built from Springfield which would require power. Excel-
lent water supply and fueling facilities were available at
Springfield, and a location was obtained at the crossing of the
Erie and the Detroit Southern, where connections were made
POMPEY'S PILLAR IN NEFF PARK
with both roads. The site faces Snyder Park, and General
Bushnell decided on an ornamental building that should be in
harmony with its surroundings. It is built of machine-made
brick, with red mortar and sand-stone trimmings. The roof
is tile, with 1^2-in. roofing sheeting and roofing felt, with moni-
tor construction resting on structural steel trusses. There are
numerous ventilators, with transom-operating devices. The
cornices are galvanized iron, and all gutters and down-spouts
are copper. The flooring is all concrete on expanded metal,
and the foundations are stone and concrete. There are numer-
ous steel columns in the walls, and the crane beams are sup-
ported on steel columns. A 20-ton 60-ft. span crane, built by
124
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
the Case Manufacturing Company, of Columbus, covers the
engine room. The coal bunkers at the side of the house are
75 ft. x 20 ft. x 20 ft. high, having a capacity of 600 tons, and
are reached by a timber trestle from a siding. The trestle has-
scuttle openings for use of either side-dump or center-dump
cars. The engine room is 75 ft. x 75 ft., and the boiler room
76 ft. x 46 ft., and there is a bay-off from the former 56 ft. x
1 1.6 ft. for the office and transformers. The boiler-room floor
is 6 ft. below the engine-room floor and the pit below the engine
room is 13 ft. 6 in. below the engine-room floor.
The boilers are four 300-hp Babcock & Wilcox, arranged in
two batteries and having "Dutch Oven" extended furnaces,
which give better combustion and larger grate surface than
the ordinary type. Each boiler has 144 4-in. tubes 18 ft. long
and two 42-in. steam drums. Grates are plain, measuring 7 ft.
x 9 ft. 8 ins. Ample draft is afforded by a 160-ft. radial brick
driven exciters, and these are by-passed so that no matter what
portion of the header is cut out, either or both exciter engines
can still be supplied. All valves over 6 ins. are by-passed. The
Holly return system is installed for taking care of condensa-
tion from main steam lines, separators, etc.
The engines are two Cooper-Corliss cross-compound con-
densing, high-pressure cylinder 22-in. low-pressure, 44-in. and
42-in. stroke, having intermediate receiver. They are rated at
850 hp, and are guaranteed for 50 per cent overload. They
have Corliss valves, and Cooper safety governors operating but-
terfly valves at overspeed. Governors are connected with
synchronizing devices for equalizing speed when engines are
operating in parallel. Engines are provided with mechanism
for operating automatic dampers in the furnace breeching. The
high-pressure lines from the header to the engines are carried
below the engine-room floor, and there is no steam piping of
VIEW OF POWER STATION, SHOWING SWITCHBOARD, TRANSFORMERS AND EXCITER SETS
stack 8 ft. inside diameter, resting on its own foundation ten
feet from the building, and connected to the boilers by a 6 ft. x
o-ft. breeching. Run of mine or nut and slack will be used.
The main steam header is a 12-in. wrought-iron pipe, fitted
with Malmanco joints consisting of double flanges, obviating
the necessity of threading the pipe. The header is supported
on brackets hung from the dividing wall, and it rests on rollers
to provide for expansion and contraction. There is an 8-in.
line from each boiler to the header, and each is provided with
two valves. The header is separated in the center by a Wal-
worth 12-in. gate valve, so that it is possible to cut out either
battery or any boiler. There are two steam lines to the engine-
any kind in the engine room. There is a central condenser
plant of the Worthington elevated cone type located outside the
engine room. The dry-vacuum pump for the condenser is a
Worthington, 10 ins. x 16 ins. x 10 ins., and is located on the
engine-room floor to the rear of the engines. A Worthington
12-in. x 17-in. x 15-in. circulating pump, located in the pit below
the engine room, supplies the cooling water, which is taken from
a 10-ft. x 30-ft. well outside the building. The well is supplied
by gravity a distance of 1200 ft. through a 20-in. sewer pipe.
The digging of this 30-ft. trench was no small piece of work,
particularly as a great deal of limestone rock was encountered.
However, a large number of springs were turned into the line,
July 23, 1904.]
STREET RAILWAY JOURNAL
125
and the water supply is practically furnished by these, afford-
ing very clear cold water for condensing. The condenser sys-
tem has been tested out satisfactorily, and from 26 ins. to 27 ins.
of vacuum obtained. There is a relief valve on the exhaust
line and the engines may exhaust through a Hoppes exhaust
head, the condensation passing to the hot well. The condensa-
tion from the condenser system falls to a 4-ft. x 6-ft. hot-well
located below the condenser head.
The facilities for handling feed-water are very complete.
One end of the boiler room is devoted to the pumps, five in
number. Two Worthington 6-in. x 7^2 -in. x 6-in. hot- well
pumps take water from the hot well and deliver it to a Hoppes
open-type heater of 1200-hp capacity, supported 25 ft. above
the boiler room on a steel framework. Adjoining the heater
well-Bierce-Smith-Vaile underwriters' fire pump, which takes
cold water from the cold well, supplying water to all parts of
the house. By means of an automatic regulating valve, a con-
stant pressure is maintained in the fire system, and by means
of a by-pass on the steam line it is possible to turn direct pres-
sure into the pump. An interesting manifold system of valves
has been worked out in connection with the pumps. By means
of these valves, which are located at the side of the pumps, it
is possible to make any combination of pipe connections from
the floor without the annoying and time-taking work of climb-
ing all over the boiler room to change valves. The details of
this manifold system of valves are illustrated in a drawing.
All pumps are provided with Lunkenheimer mechanical lubri-
cators. The exhaust lines from the engines to the condenser
INTERIOR OF POWER STATION, SHOWING DIRECT-CONNECTED GENERATING SETS
is a Hoppes closed type live-steam purifier, consisting of a
large drum provided with numerous shells.
Two Worthington 9-in. x 534-in. x 10-in. inside-plunger type
duplex pumps take the water from the heater and pass it
through the purifier. The water flows over a series of shells
and comes into contact with live steam from the boilers, which
precipitates all impurities. The bottom of the purifier is 6 ft.
above the boilers and the water flows by gravity to the boilers,
flow being aided by the steam pressure in the purifier. Either
of the boiler feed-pumps are amply large enough to supply the
full capacity of the boilers, and the piping is arranged so that
they can take water directly from the hot well to the
boilers, if necessary, or can deliver cold water from the cold
well. Adjoining the boiler-feed and hot-well pumps is a Still-
have Hoppes heaters, purifiers, steam separators and oil elim-
inators. The exhaust from the auxiliaries, steam pumps and
steam exciters is all conveyed to the open type heater, giving
the benefit of this additional hot water. The engines are lubri-
c?ted by an automatic oiling system consisting of a 90-gallon
overhead tank and a 90-gallon Cross filter in the basement. A
small Victor pump delivers oil from the filter to the tank, and
from the latter it flows by gravity to all bearings. Floor stands
on the engine-room floor give the engineer control of the en-
gines, condenser and exciter engines.
The main generators are direct-connected to the engine
shafts and are the General Electric Company's revolving field,
three-phase, 25-cycle type. They are rated at 540 kw, and de-
liver 845 amps, at 370 volts. They are guaranteed to stand 50
126
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
from Exciters
iti-^—ffO"--^
Detail Of Street Ry. Journal'
Section It-K
'6» 1
Suction Manifold
DIAGRAM OF FEED-WATER PURIFIER AND PUMPING ARRANGEMENTS, SHOWING ALSO AUXILIARY STEAM AND
BOILER FEED PIPING
July 23, 1904.]
STREET RAILWAY JOURNAL
127
per cent overload for two hours and 25 per cent continuously.
Speed is 94 r. p. m. Exciting current is supplied by two G. E.
35-kw 125-volt generators, operated by two marine-type steam
engines. Either unit is sufficiently large for exciting both gen-
erators and supplying light for the house,
110-volt arc lamps, being used for this pur-
pose.
The station was designed to take care of
both the Springfield, Troy & Piqua and the
Springfield & Xenia. The last-mentioned
company uses 6600 volts in transmitting to
two sub-stations, current for these at present
being supplied from a power house which was
leased and fitted with old d. c. apparatus. A. c.
current was obtained by means of belted ro-
tary converters and step-up transformers. A
potential of 26,400 volts was decided upon for
the new line, and to allow for the two voltages
two sets of transformers were installed in
the new house. The transformers occupy a bay
off from the engine room, and the two sets of
outgoing lines, lightning arresters, etc., are
kept separate, the Springfield, Troy & Piqua
lines passing out of the building to the north,
and the Springfield & Xenia to the south, the
latter line being carried around the city of
Springfield to the first sub-station. To pro-
vide for possible multiple operation, and in case
the voltage on the Springfield & Xenia should
at any time be changed to that of the other
road, the transformers were made inter-
changeable for either voltage. This was ef-
fected by making the total coils in the transformers
in multiples of four. They may be connected in series for
ers in each bank of the air-cooled type rated at 180 kw and
having 370 volt secondaries.
The basement below the transformer bay is partitioned off
for an air-blast chamber, and all wiring is carried through this
VIEW IN THE BOILER ROOM
chamber. There are two blower sets consisting of Buffalo
Forge Company's fans, driven by 4-hp induction motors taking
current from the low-tension bus-bar. The blowers are pro-
vided with dampers, which are automatically regulated by air
pressure, so that they require no attention. Either set is large
enough to cool both sets of transformers. No high-tension oil
switches are installed in the station, since each line has its
own group of transformers, and short circuits or other line
CONDENSER, HOT WELL AND COLD WELL AT POWER STATION
POWER STATION OF THE SPRINGFIELD, TROY & PIQUA
RAILWAY
26,400 volts, two in series and two in parallel for 13,200 volts,
or four in parallel for 6600 volts. There are three transform-
troubles are opened by means of 1500-amp., 600-volt automatic
oil switches between the low-tension buses and the transform-
128
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
crs. These switches are suspended from a tubular framework
immediately below the switchboard, which is located in front of
the transformers. In case the high-tension lines are paralleled
FIRE PUMP IN PUMP ROOM OF POWER STATION
at any time in the future, motor-operated high-tension oil
switches will be installed, and space has been left for these
back of the transformers, together with suitable foundations
and wiring arrangements.
The low-voltage wiring in the basement and air-blast cham-
ber is all weather-proof, covered with asbestos and empire
7-in. chocolate insulators. The high-tension wires are carried
up through shafts at either end of the air-blast chamber to line
anchorages, which, together with the lightning arresters, are
accessible from galleries in the transformer bay. The high-
tension shafts are sealed at the top just below the lightning
arresters, and the high-tension lines pass through Locke 21
porcelain bushings. Similar bushings are used in carrying the
high-tension lines through the walls of the air lock at one end
of the air chamber. Back of the lightning arresters each line
is connected to one pole of a double-pole copper-blade switch,
which is used to disconnect the line from the apparatus in the
building. The other pole of this switch is interposed between
the line and the lightning arresters ; opening this blade of the
switch makes it possible to do the necessary cleaning of arrest-
ers, while the current is on the line. The lightning arresters
are standard G. E., designed for 26,400 volts, having multiplex
connections to prevent abnormal voltages between lines. Both
sets of lightning arresters are the same, except that for the
6600-volt line the ground is tapped part way up the bank of
arresters.
About ten miles of road are fed direct from the power sta-
tion and a rotary converter is installed in the house. Space and
wiring arrangements provide for a second rotary, which may
be installed later. The rotary is a standard G. E. 300 kw 370
Qj li"Drij, to Sewer
throueh Boiler! Room
2"r>raiu to Hot Well
Section at A-A
lJ»Blow-oft, with
Reversed Swing Check Valve,
Piped to Sewer
to Holly System W
Section at M-M
SECTIONS SHOWING MAIN AND AUXILIARY STEAM PIPING AND ARRANGEMENT OF BAROMETIC CONDENSER, DRY
VACUUM PUMP, HOT WELL, ETC.
linen, and is carried on porcelain cleats. The high-voltage
wiring is bare, carried on wrought-iron brackets, with Locke
volts a. c, 600 volts d. c, revolving at 500 r. p. m. The ma-
chine has a standard G. E. end-play device, a speed-limiting
July 23, 1904.]
STREET RAILWAY JOURNAL.
129
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device and a field break-up and reversing switch
for changing the polarity if it comes up reversed.
There is a reactive coil between the transformers
and the rotary for regulation, and there is a start-
ing panel for the rotary mounted on the reactive
coil. The standard practice of starting by alter-
nating current at low voltage is followed. In this
particular case, since the converter has no trans-
formers of its own, half voltage for starting is
obtained from taps in the low-voltage windings of
one group of step-up line transformers. After
the rotary is started it takes current directly from
the a. c. bus-bar. This bus-bar consists of copper
bars carefully insulated and hung from an I-beam
framework above the oil switches in the basement.
All switching is done from the low-tension side,
and no high-tension wires reach the board. Eleven
panels are at present installed. The first two pan-
els are the exciter-generator panels and are con-
nected on the negative side of the exciter circuits.
They have single-pole switches connected to the
positive leads from the positive bus in the base-
ment, and positive current only is brought to the
board for field excitation. Each panel has an ex-
citer field rheostat, ammeter, voltmeter and volt-
age plugs, and the sub-base of one panel has
switches for the lighting circuits. Two a. c. gen-
erator panels have hand wheels governing field
rheostats in the basement below the board; also
voltmeters, ammeters and balanced three-phase
indicating wattmeters, together with switch levers
operating 1500-amp., 600-volt non-automatic oil
switches in basement below, which connect gen-
erators to low-tension buses ; also two transformer
panels, each of which controls a bank of step-up
transformers. Each panel has one ammeter-
switch lever, operating 1500-amp., 600-volt oil
switches, and trip coils operated from current
transformers in the circuit between the low-ten-
sion buses and the low-tension transformer deltas.
Next to these two panels there is space for two
panels to be installed when motor-operated Type
H oil switches are installed on the outgoing high-
tension lines. Then there is a panel controlling
the a. c. side of the rotary and containing a
Thomson ammeter and a switch lever operating
an oil switch in the basement, which connects
the rotary through the reactive coil to
the low-tension buses. On the sub-base of
this panel is a three-pole double-throw switch,
with fuses for motor-driven blowers. Next, there
is a blank panel for the a. c. side of another rotary,
and it will have similar instruments, with the ex-
ception of blower switches. The next panel is for
the d. c. side of the rotary, and contains a 1200-
amp. M. K. circuit breaker, main switch, rotary
field rheostat, Thomson recording wattmeter and
an illuminated dial 1000 ammeter. The circuit
breaker has a low-voltage release coil, which
operates also in connection with speed-limit-
ing switch on converter. The two following
d. c. 600-volt feeder panels have M. K. cir-
cuit breakers; 1500-amp. static ammeters, main
switches and M. D. lightning arresters. The d. c.
feeders are carried through clay conduits to a dis-
tributing pole, where they are tapped to the trol-
leys. At one end of the board is a d. c. 750-volt
astatic voltmeter on a swinging bracket, and on the
other end, adjoining tine exciter panels, is a 175-
i3'o
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 4
July 23, 1904.]
STREET RAILWAY JOURNAL.
131
D.C. Board
CSF Panel, GOO Volt CSR Pane!
C(10 Volt, 300 K.W.
300 K.W."*8 S 2 1
%
volt astatic meter for exciters; also a G. E. round-pattern
synchronizer, used in paralleling generators. This operation
is effected on the low-tension side.
The generator panels contain instruments which serve as
combined wattmeters and power-
factor indicators. They are oper-
ated by double-throw switches.
When the switch is in the upper
position it throws the potential
coil of the wattmeter in phase with
current on the current-coil on
unity power-factor. A lag or lead
of current out of phase with e. m.
f., of course, reduces the watts, the
true power-factor being shown by
the reading of instruments. With
the switch in the downward position
the potential coil of wattmeter is
connected across the two outside
legs, thus forming a potential
90 degs. out of phase with
current at unity power-factor and
wattmeter will indicate zero. With
a lag or lead of the main current
out of phase with e. m. f., the e.
m. f. in the potential coil of watt-
meter will be no longer 90 degs.
out of phase with current on cur-
rent-coil, and wattmeter will in-
dicate that current and e. m. f. are
no longer in phase. The station at-
tendant then takes steps to so ad-
just the field excitation of genera-
tors and rotaries that instrument
will again record zero, thus show-
ing that current and e. m. f. have
been brought back into phase. All a. c. instruments on the
board are of the G. E. horizontal edgewise type, and
the d. c. instruments are the G. E. astatic, with separately ex-
cited fields.
and the other at Casstown. The buildings are plain struc-
tures, built unusually high to allow for a crane, which is high
enough to lift one rotary over another if desired ; also allowing
for the lightning-arrester gallery. The buildings have concrete
Incoming Lino
lit
spst sviiciici rftfit
SUB-STATION ON THE SPRINGFIELD, TROY & PIQUA RAILWAY
There are two sub-stations on the Springfield, Troy & Piqua
in addition to the one in the house; one located at Thackary
Grounded, Negative Una. Equalizer Bus.
Eotary Converter
DIAGRAM OF SWITCHBOARD WIRING AT INTERMEDIATE SUB- STATION OF THE SPRING-
FIELD, TROY & PIQUA ELECTRIC RAILWAY
floors, with air-blast chamber for a. c. wiring, as in the main
station. Each station is designed for two 300-kw rotaries, al-
though but one is installed at present. It is the intention to
run two rotaries from one bank of three transformers, and at
present but two transformers are installed.
The transformers are rated at 220 kw each, and are, of
course, more than ample capacity for the one converter. They
are operated on "open-delta" connection, the two secondary
windings under this arrangement being connected in multiple.
In case it is ever desired to install a second rotary in the sub-
station, one more transformer will be added to the group, in
which case three transformers will supply two rotaries, as
stated above. The incoming and outgoing high-tension lines
are protected by 33,000-volt hand-operated oil switches in con-
crete cells, with slate tops, located back of the transformers.
The two sub-stations are alike, except that the intermediate
sub-station has outgoing as well as incoming lines, together
with the necessary oil switches and lightning arresters. The
terminal sub-station, however, has outgoing line anchorage
and space for additional oil switches and lightning arresters,
which could be installed without change in case the line is ex-
tended or in event of consolidation with other roads. In the
terminal sub-station the a. c. switchboard panel stands in front
of the transformers and carries ammeter, voltmeter and switch-
lever operating 33,000-volt oil switches connecting incoming
lines to transformers, and there is an a. c. half-tap rotary start-
ing-switch mounted on the reactive coil. In the intermediate
sub-station the a. c. switching is similar to that in the terminal
sub-station with the addition of a second panel bearing three
ammeters and levers operating oil switches, which are between
the high-tension buses and the outgoing line. In both cases the
oil switches are arranged to operate automatically by means
of trips operated by current transformers connected to the high
132
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 4.
tension. The d. c. boards are duplicates of those in the main
power station.
The stock of the Springfield, Troy & Piqua Railway Com-
pany is practically all held by the Bushnell estate and its im-
mediate friends. The bonds have not been sold, and no attempt
will be made to dispose of them until the property develops it?
earning power. All construction work was done by the com-
pany's own engineers and force, this being true even to the in-
stalling of the engines in the power house. The electrical
equipment, however, was installed by the General Electric
Company, with W. S. Culver, the engineer, in charge of the
work. The officers of the company are : John L. Bushnell,
president ; Fred J. Green, vice-president and general manager.
H. C. Dimond, secretary-treasurer and purchasing agent ; D. H.
Ullery, chief engineer. The Springfield & Xenia Traction
Company is under practically the same management; F. J.
Green being president and general manager ; John L. Bushnell,
vice-president; H. C. Dimond, secretary-treasurer, and D. H.
Ulkry, chief engineer. ,
♦♦♦
FINE CARS FOR THE BOSTON & WORCESTER RAILWAY
Ten large semi-convertible cars like the one illustrated were
lately delivered to the Boston & Worcester Street Railway
Company by the J. G. Brill Company, and are now in use on
the high-speed double-track line recently completed. The new
road is for the most part on private right of way, and extends
in almost a straight line between Boston and Worcester. Pas-
sengers coming from any point of the immense surface and
sash frames, is quartered oak, and the ceilings are birc 1 veneer,
tinted light green and decorated with gold.
The bottom framing is very substantial and includes 4-in.
x 7%-in. long-leaf yellow pine side sills, with 12-in. x jH$-in.
steel plates on the inside, to which the bases of the posts are
secured. These plates take the place of upper trusses. Heavy
under trusses, with queen posts, are firmly anchored at the
SEMI CONVERTIBLE VESTIBULED CAR ON BOSTON & WOR-
CESTER STREET RAILWAY
body bolsters. End sills of white oak are 534 ins. x 6% ins.
The platform timbers are reinforced with angle-iron, and angle-
iron center knees extend well back of the body bolsters. The
car bodies measure 32 ft., and over the vestibules 41 ft. 6 ins. ;
from end panels over vestibules, 4 ft. 9 ins. ; height from rail
oyer trolley board, 12 ft. ; from center to center of body bolster,
22 ft. ; angle-iron bumpers, Dedenda gongs, Retriever conduc-
tors' bells, track scrapers and other furnishings are of the
builder's manufacture. The trucks are No. 27-F-E-1, with 4
ft. 10-in. wheel base and solid forced side frames. A car and
FLOOR PLAN OF BOSTON & WORCESTER SEMI-CONVERTIBLE CAR
elevated system of Boston are taken on at the Park Street
subway station and carried to Worcester, a distance of 40
miles, in two hours. The towns and cities along the route ag-
gregate a population of nearly 100,000, and including the ter-
minal cities, it is estimated that a population of about 1,000,000
is served by the road.
The cars are of the builder's well-known semi-convertible
type, and are mounted on Brill trucks. Longitudinal seats accom-
modating five passengers each are at the corners, on account
of which the two windows next the ends are extra wide, being
3 ft. 7 ins. from center to center of posts. These seats have
19-in. backs, while the transverse seats have 22-in. backs, with
comfortable head-rolls, and are 36 ins. long. Hand-rails, with
straps, are provided over the longitudinal seats. It will be
noticed that several windows are opened to different heights,
showing that passengers may admit as much or as little air as
they please, five window-lock stops being provided in each sash
runway for the purpose. The neat arm-rests on the window
sills will also be noticed. They are necessary because the
window sills are extra low in this type of car. The sashes of
the rear windows in the illustration are completely raised into
the roof pockets, giving an idea of the appearance of the car
when entirely opened. All three sashes of the vestibules are
composed of single lights and arranged to drop into pockets.
The interior finish of the car, including vestibules, doors and
trucks, with electrical equipment, including train-control ap-
paratus, but without motors, weighs 35,660 lbs.
LAKE SHORE ELECTRIC MAKES TRAFFIC AGREEMENT
WITH STEAM LINE
The Lake Shore Electric Railway Company has entered
into an arrangement with the Toledo, St. Louis & Western
Railway (Clover Leaf) to take care of St. Louis business
throughout its territory. Through tickets will be sold from all
points on the electric system. The Clover Leaf is one of the
"differential" roads, and the result of the arrangement is that
the rate from Cleveland over this route is $2 lower for all
classes of tickets than is the rate on the steam roads out of
Cleveland. Another interesting point is that people from all
over northeastern Ohio can come to Cleveland by electric rail-
way, and go to St. Louis at a lower rate than the through
steam rate from Cleveland. The electric company expects to
advertise this business extensively throughout its district.
All the Oakland Transit Company's lines running into
Rerkeley have had their tracks treated with crude oil,
sprinkled by means of a tank car. The object is to lay the dust
effectually by turning the road into a mixture, which will event-
ually wear down into a surface similar to asphaltum.
July 23, 1904.]
STREET RAILWAY JOURNAL.
133
CORRESPONDENCE
THE PAINTING DEPARTMENT IN THE PORTLAND SHOPS
New York, July 12, 1904.
Editors Street Railway Journal :
While in many respects the design of the Portland Railway
Company's proposed new repair shops, as published in your
issue of July 2 are very desirable, one or two improvements
might be made, in my opinion, so far as the plan of the paint
shop is concerned. As I understand that suggestions of this
kind are welcomed, I shall take the liberty of mentioning a few
of them.
The plan shows four separate tracks 150 ft. in length on
what is known as the pocket plan. I do not know the length
of the Portland cars, but estimate that each track will hold
four cars, with ample room to work between. These cars are to
enter and leave by one end of each track. If this plan is adhered
to it will result in much confusion and expense in the handling
of the cars. In the operation of painting, the first car entering
any one of the tracks would be the first one to leave the shop
to go into service, and in order to do this, the three cars in
front of it, in case the track is filled up, would have to be
moved out the shop and switched out of the way in order to
let No. 1 out.
In nearly all shops now the practice is to put the cars
in the paint shop dead, the motors undergoing repairs while
the car is in the paint shop. In this case a line car would have
to be used to do the switching, so that to relieve car No. 1 three
cars would have to be switched and then returned to their
track. This operation will be found expensive and also vexa-
tious to the management, for it will often happen that one or
two of the three cars to be moved will be wet in paint or var-
nish, and not in condition to be moved out into the dust or wet
of the street. It may also happen that one of the cars to be
moved out in order to relieve No. 1 is minus its trucks and is
jacked up. This would entail additional time and cost to move
and return it to its position after No. 1 has been taken out.
Again, it will occur frequently in paint-shop practice that a
car merely requiring to be touched up and revarnished will be
placed on a track and ahead of three cars to be repainted. The
revarnished car will take only one-third of the time necessary
to repaint the other cars, so that to relieve the revarnished
car the same confusion will occur. The writer figures out that
the full complement of cars in this particular shop would be
sixteen. If the work was in full swing on these cars, one or
other of the doors would have to be opened twice every time a
car was moved ; once when it was taken out and once when
the next car entered. The result is that on a windy and dusty
day the whole shop for a considerable time would be exposed
to the dust, which would be bad for wet paint or varnish, and
should a car wet in varnish happen to be near the door or on the
next track, the varnish would be ruined by the dust. This has
actually occurred several times in the writer's experience in
shops so constructed.
Nothing in the plan indicates the manner of heating the
paint shop. It will be found impossible to carry on painting
in the winter without heat of some kind, and winter months
are generally the busiest in the paint shop.
There is a track in the paint shop which is to be devoted to
"washing cars with a hose when found necessary." The writer
is not clear as to the meaning of this. Is it meant to use that
portion of the paint shop as a stand to wash such cars as re-
quire it in the ordinary running of the road? In that case,
there would be a part of the paint shop in a constant state of
slop. This is bad. Moisture should be very carefully avoided
in the atmosphere of the paint shop, and for that reason, when
a car is washed in the paint shop for revarnishing or painting,
the painter uses little water, certainly not a hose. Energy,
pumice stone and soap are more to the purpose.
The writer very carefully noted the position of the paint
store room and heartily endorses the type of roof. It is an apt
idea as set forth, but of the many fires which have occurred in
car houses from time to time, the writer does not recall to
knowledge that a fire ever started in the paint shop. Care is
always exercised in the storage of paints from the fact that
they are known to be highly combustible. It is in the other
departments and where danger is not a first consideration, and
where, consequently, carelessness occurs, that fires are apt to
originate. Frequent causes are a too lavish use of gasoline,
the oil lamp turned down low, the lavish and careless use of
cotton waste and the saturating of floors with lubricating oil,
and, worst of all, the pipe-smoking sneak.
The most perfect street railway paint shop with which the
writer is acquainted is one which was built to his plans and
which was on the top floor of a building. The cars were ele-
vated to a track running at right angles to the tracks in cen-
ter of shop, and as the cars came up on the elevator, they were
pushed on the table operating the center track. By this means
switching was reduced 75 per cent, and as there was no opening
of doors, the elevator being enclosed, the weather conditions
outside the shop were not considered. As the shop was ele-
vated, dampness was overcome and the heating question was
easily solved, while dust did not give any trouble, even in the
hot weather, when windows and skylights would be open on
fine days. The write'r is of the opinion that the Portland car
shop could be easily altered to obviate any of the trouble de-
scribed above. It would also be more practical to have the
woodworking shop next to the paint shop, as there is work for
the painter in the workshop all the time, such as priming and
touching-up emergency jobs.
Trusting the motive of writing the above reflections will not
be misunderstood, I am, yours truly, John C. Weaver.
THE ADVANTAGE OF PUBLICITY
Jamaica, N. Y., July 11, 1904.
Editors Street Railway Journal :
The short article in your issue of July 9 about the policy of
the Trenton & New Brunswick Railway Company toward the
newspapers was to the point. My opinion is that not one man-
ager in one hundred has any idea of the value of the news-
paper man as an asset. And my opinion is based on practical
experience. Not so many years ago I was on a paper in a town
that was the division headquarters of a large steam road.
Things were always happening on that road. But we news-
paper men never hunted for a story, for we knew that the facts
were ours for the asking. In the case of the few minor acci-
dents on the system we first obtained the accounts of the eye
witnesses and then got the details as given out by the company.
Thus we were often able to modify greatly a story that if
printed as given by excited spectators would have contained
that element of the terrible so very likely to be injected into
a tale told by a sufferer. The superintendent of the road real-
ized that we were desirous of publishing the facts, but that a
story would be printed, and that if he did not do his duty and
present his side, the tale would go just as gotten from specta-
tors or as conjured in the fertile mind of the writer. The boys
really learned to love that "super." Whenever any new equip-
ment arrived, we were notified, and every means was placed at
our disposal for getting a good story. The arrival of a new-
coach or a new locomotive was duly heralded, and every change
that in any way worked to the benefit of the patron of the road
was given publicity, and publicity that was truth and nothing
but the truth. To illustrate the point I am trying to make, a
certain street railway system was recently equipped with air
brakes. Frequency of accidents on this road had made neces-
sary the adoption of power brakes. Flere was a chance to re-
store public confidence through publicity, but as far as I know,
134
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
the chance was lost. Some one in authority in that company
might have devoted an hour or two to giving the newspaper
men there that story. What would have been the result ?
Every paper in town would have devoted space to it, and the
confidence of a timid public would have been restored. As it is
now, the people at large are totally ignorant of an expenditure
of thousands of dollars that has been made solely to protect
them. It seems to me that it does not take great news sense in
a manager to see the benefit of all this to the company.
G. M. Murray.
+++
CAR SIGNS IN BERLIN
Cincinnati, Ohio, July 17, 1904.
Editors Street Railway Journal :
In connection with your editoral on "Car Signs" in your
issue of July 2, I should like to call your attention to a method
of indicating different routes, as noticed in Berlin, Germany,
during a recent trip abroad. This method consists in giving
each route a number, this number being put on a large disk at
the top of the car in addition to the regular car sign indicating
the destination. It is obvious that such a sign can be readily
seen and recognized from a long distance.
This method has been in operation for some time, and has
proved to be a success, and if it were given a trial in this coun-
try by one of the large companies it would undoubtedly prove
equally successful. L. C. Marburg.
COLLEGIATE RECOGNITION OF THE ENGINEER
New York, July 19, 1904.
Editors Street, Railway Journal:
1 have read with interest the editorial in your issue of July
16 on "The Engineer Gets Left."
It appears to me that much good would be done if the en-
gineering press of this country will impress upon the various
institutions of learning that they would materially advance the
art if, among other things, they showed their recognition of
the worth of the engineers of the country. It is a lamentable
fact that it is most difficult to find cases where institutions of
learning have seen fit to confer their honorary degrees upon en-
gineers— and this, notwithstanding the fact that some of the
world's most notable achievements have been the work of en-
gineers.
I congratulate you upon the editorial, and hope that you will
continue to hold the matter up to public view until some of
the universities of the country will be brought to a realization
of the fact that others besides politicians and clergymen are
entiled to their recognition and the honors which they oc-
casionally confer. W. C. Gotshall.
The Grand Rapids, Grand Haven & Muskegon Railway Com-
pany, of Grand Rapids, Mich., conducts a school of instruction
for its employees. Sessions are held every Friday, and there
is a special session in the evening for those whose duties do not
permit of their attending the regular session. A feature of the
instruction is a question-box, to which the men contribute such
questions as suggest themselves during service. The box is
opened at each session, when the questions are read and dis-
cussed.
E. B. Kirk, master mechanic, instructs in handling electrical
apparatus ; J. P. Pulliam, train master, gives lessons in the
operation of trains, handling train orders, etc. ; T. L. Hackett
takes up with the men the handling of tickets, the collecting of
fares and dealing with the public in general. The principal of
the school is General Manager Morley, who looks after the
work as a whole.
ELECTRIC RAILWAY INSTRUCTION AT CORNELL UNIVERSITY
The constantly increasing application of electricity to prac-
tical affairs has made it evident to progressive instructors that
something more than theory and trifling experiments must be
given to students of electrical engineering. Sibley College, the
engineering school of Cornell University, is an excellent ex-
ample of the most advanced practice, and the apparatus in-
stalled for experimental work by the students is characteristic
of what is being done by the best technical schools.
The accompanying illustration shows the Sprague multiple-
umt outfit used at Sibley College. This outfit is of entirely
modern construction, and was purchased to show to the students
of electric railway engineering the principles which underly
the control of heavy electric trains. The apparatus is kept in
working condition, both for demonstration and testing, the for-
mer being considered the more important for instruction pur-
poses. The large class of over one hundred is divided into
small sections for the study of such equipments, and they are
permitted to operate it and to study the general features which
have been previously described in the lecture room. Electric
railways is a subject which is not required of the regular elec-
MULTIPLE UNIT EQUIPMENT AT CORNELL UNIVERSITY
trical engineering students at the present time, but it is re-
quired in the course in railway mechanical engineering, show-
ing that those in charge of that work realize the great impor-
tance of this subject in relation to the motive-power depart-
ments of steam railroad systems. In time it is probable that
the college will expect all of its electrical students to take this
course as a part of the required work. They now take it quite
generally as an "elective" subject, voluntarily carrying it in ad-
dition to the heavy required work of the course. It is the in-
tention of the electrical department to provide as complete an
equipment for this work as the means of the college will allow.
The manufacturers of railway apparatus appreciate the im-
portance of this movement and are heartily co-operating in
making it a success. This work is in charge of Prof. Henry
N. Norris, of the electrical department, at Cornell University,
and also of the Electric Railway Test Commission at St. Louis.
♦♦♦
The Sterling, Dixon & Eastern Electric Railway, operating
between Sterling and Dixon, 111., has built platforms at all
stations on its line between the cities. The stations are built
at the regular stopping places and consist of a bed of gravel
eight feet long and six feet wide. This gravel is even with the
ties of the road, making it easy to step on and off the cars.
The section men along the road have been given orders to
keep the grass mowed and otherwise make the right of way
of the company neat and beautiful.
July 23, 1904.]
STREET RAILWAY JOURNAL.
PUGET SOUND ELECTRIC RAILWAY COMPANY'S EFFECTIVE METHOD
FOR HANDLING LARGE CROWDS
The accompanying illustration is from a photograph of one of the race
track trains on the Puget Sound Electric Railway, operating between the
race track, known as the "Meadows," 6 miles out of Seattle, and Seattle.
The Puget Sound Electric Railway is the interurban line between Tacoma
and Seattle, and is a third-rail line, except between Seattle and this race
track, and through the city streets of Tacoma. For two seasons the company
had found it very expensive to handle the crowds going to the races, which
are run through the months of June and July, when such traffic was handled
with the ordinary double-truck passenger car. While the company's line
is virtually double track all of the way between the above points, the per-
centage of accidents is greatly increased by running so many different cars,
from the fact that it is almost impossible to obtain men who will keep the
cars a proper and safe distance apart, and the liability of rear-end collisions
is very great. The problem has, however, been solved by using the ordinary
flat car with a canvas top upon it, such as shown in the illustration. The
company is now able, with two trains of the type in question, to give a half-
hour service between Seattle and the race track, and runs two to four ordi-
nary double-truck passenger cars between these trains to pick up the strag-
glers. This method has worked out very satisfactorily. As soon as the
season is over the tops will be removed from the cars and stored one above
another in a car house, where summer cars are stored, where they will be
ready for use next season. The railing around the cars will be taken off,
and the motors and flat cars will again be ready for the freight service. The
motor equipment is of the company's ordinary center-cab type, used in the
freight service between Seattle and Tacoma, speeded to about 30 miles per
hour, and containing four 125-hp G. E. No. 66 motors. The inside of the
car is arranged with two longitudinal rows down the center, and a longi-
tudinal row on each side. There is an opening upon the other side of the
car at the opposite end to that shown in the illustration.
On busy days the trains are composed of one motor and five cars. During
the middle of the week, when the crowds are smaller, the traffic can be
handled with one train, made up of eight cars, to reduce the expense.
This style of car, while just as safe as other designs, is not quite as handy
as the cross-seat car, with entrance opposite each seat. But the local condi-
tions for loading and unloading, of course, govern the. style of car the com-
pany is compelled to use. As the interurban line is run strictly upon steam
road principles, each train is equipped with one motorman and conductor,
who have charge of the train and its operation under standard rules, and
there is besides a conductor to each car to look out for the loading and un-
loading of passengers, and the collection of fares. The cars are equipped
with ordinary registers.
There is a pair of steps carried upon the small bumper platform at the
end of the cars, and the moment the car stops the conductor hooks the step
into a heavy iron fastening opposite the entrance, thus making an easy
mode of ingress and egress.
Acknowledgment is due to W. S. Dimmock, manager of the company, for
the illustration and data given in this article.
The Metropolitan West Side Elevated Railroad Company, of Chicago, is
installing two interlocking switching plants operated upon the electro-pneu-
matic system. One of these plants will be located just east of the river, to
control the tracks running into the stub terminal and also to the Union Loop.
The other will be at Marshfield Avenue, which is now the busiest junction
on the line. A provision in the new Union Loop ordinance, which is now
before the City Council, will permit the Metropolitan Elevated to make a
turn-out on Van Buren Street and thereby complete a little loop of its own.
This will allow the turning around of the trains that enter the stub terminal,
thus greatly increasing its capacity. Progress is reported in the work of
equipping the cars with the multiple-unit control system.
Traffic on the Lake Shore Electric Railway was interfered with for
a short time a few days ago by a vessel entering Black River and tearing
down the high-tension lines which had been strung across the river on two
high steel towers 140 ft. tall. It appears that the feeders, which are of
aluminum, had sagged considerably, owing to the extremely long span.
136
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
RECONSTRUCTED CARS OF PACIFIC ELECTRIC RAILWAY,
OF LOS ANGELES, CAL.
An interesting example of what may be done by an electric
railway in rebuilding and equipping for efficient service cars
that apparently are only suitable for the junk heap, has recently
FIG. 2.— REBUILT PASSENGER MOTOR CAK
been set by the Pacific Electric Railway Company, of Los An-
geles, Cal. About the time of the incorporation of this com-
pany, two years ago, it purchased three motor cars and twelve
trailers or coaches that had been operated in trains on the rail-
tered to meet the local conditions. Each car is equipped
with four G. E. 51 motors, rated at 80 hp each, and pneu-
matic trolley bases have been fitted on them. One of these
cars has been in constant service on the Long Beach line
of the Pacific Electric Railway for some time, and is used
for the "flyer" service, morning and evening, making a speed
regularly of a mile a minute. The
reconstructed car is 55 ft. long
over all, and weighs 62,500 lbs.,
while the standard "250" type car
of the company is 49 ft. 6 ins. in
length and weighs 64,700 lbs.
The trailers were originally 40
ft. long and had no windows,
being as shown in Fig. 3. Six of
these cars have been rebuilt into
express cars of the type illus-
trated in Fig. 4, and six .will be
remodeled and used as passenger
trailers for service on the San
Pedro and Newport Beach
branches of the Long Beach line. The express car, as re-
built, is 41 ft. 9 ins. long, weighs 37,360 lbs., and is mounted
FIG. 1.— OLD MOTOR CAR BEFORE REBUILDING
way running between Golden Gate Park and the Cliff House
in San Francisco. At first it was thought they could be run as
they were on the interurban lines near Los Angeles, but it was
soon seen that they could not be used without
reconstructing them, and so they were tempo-
rarily relegated to the storage end of the car
house. A few months ago, J. McMillan, at that
time chief clerk to the general manager of the
company, and at present traffic manager of the
Pacific Electric and Los Angeles Interurban
Railway Companies, interested himself in the
old cars, and it has been under his supervision
that they have been reconstructed.
The motor cars have been narrowed to con-
form with the width of the standard Pacific
Electric interurban car, the closed vestibules
have been changed to an open construction, the
stationary windows to movable ones, the seats
upholstered with imitation leather and the cars
painted the standard color of the others on the
line. The cars have smoking compartments,
which occupy about one-third of the total
length. The seating capacity is sixty-eight
passengers. Fig. 1 shows one of the motor cars before be-
ing rebuilt, and Fig. 2 the same car in its present improved
form. The original trucks, which are of the remodeled
Brill 27-A type, have been retained, the gear ratios being al-
FIG
-OLD TRAILER CAR
on two standard trucks, equipped with four 50-hp motors.
A large sliding door has been placed on each side, the
cabs have been vestibuled, and at each end small slid-
FIG. 4.-CAR 551 REMODELED FROM 611 TYPE
ing doors have been placed under the vestibule windows, so
that poles and other long articles may easily be loaded. It is
interesting to note that the three motor cars as now equipped
are considered worth what the entire fifteen cost the company.
July 23, 1904.]
STREET RAILWAY JOURNAL.
137
CONVENTION PROGRAMME OF THE AMERICAN RAILWAY,
MECHANiCAL & ELECTRICAL ASSOCIATION
TRAFFIC TICKET SYSTEM
In addition to the five papers which are to be presented at
the convention of the American Railway, Mechanical & Elec-
trical Association on Oct. 10 and 11, there will be a question
box. It is hoped that this will give rise to very interesting dis-
cussions on subjects aside from the topics on which papers are
being prepared. •
Members have been requested to submit on a special blank
any questions pertaining to the electrical and mechanical de-
partments which they desire to bring up for discussion, mail-
ing them to S. W. Mower, secretary, 12 Woodward Avenue,
Detroit, Mich., not later than Aug. 1. All questions will be
printed and distributed to the members for replies as soon there-
after as possible, as will also the answers when they are re-
ceived, and, together with the discussions at the convention,
will be included in the annual report. The questioner's names
will not be made known. It is believed that this feature of the
convention will be a very interesting one. The papers which
are being prepared for discussion at the convention are the
following :
"Inspection and Maintenance of Electrical Equipment," by
Messrs. Baker and Lindall, of the Boston Elevated Railway,
Boston, Mass.
"Wheels," by J. Millar, of the International Railway Com-
pany, Buffalo, N. Y.
"Universal Street Car Body," by W. W. Amiable, Grand
Rapids Railway Company, Grand Rapids, Mich.
"The Ideal Shop," by W. D. Wright, of the Rhode Island
Company, Providence, R. I. There will also be a joint meeting
with the accountants on Oct. 14 to discuss "Shop Records and
Accounts." H. H. Adams, of Baltimore, and H. E. Farrington,
of Boston, have this matter in charge for the mechanics, and
H. M. Pease, of Buffalo, and W. G. McDole, of Cleveland, are
to represent the accountants.
The headquarters of the American Railway, Mechanical &
Electrical Association will be at the Inside Inn during the con-
vention period.
♦♦♦
FIRST PUBLIC SINGLE-PHASE RAILWAY OPENED IN
GERMANY ON JULY 4.
As noted in the Street Railway Journal of Oct. 17, 1903,
the Allgemeine Elektricitats-Gesellschaft, successor to the
Union Elektricitats-Gesellschaft has been conducting a series
of important tests with the Eichberg-Winter single-phase
motor on the Niederschoneweide-Spindlersfeld State railroad
line, which is 4.1 km. (3 miles) long, and connects the Berlin
suburbs known as Niederschoneweide, Johannisthal and Spind-
lersfeld. These experiments began Aug. 15, 1903, and by July
4, 1904, the single-phase equipments were placed in regular
service after the experimental cars had traveled about 30,000
km (18,000 miles).
The experiments were begun with one motor car, then with
a train of two motor cars and finally a train consisting of two
motor cars and five trailers between. The average speed, in-
cluding stops, was 40 km (24 miles) an hour, and 30 watt-
hours were required per tonne-kilometer (50 watt-hours per
ton-mile). All of the trips were under the supervision of
special government officials, who reported to their bureaus the
resultfc of the several trials.
The single-phase equipment is now operated by the Govern-
ment under a tentative lease for one year with the Allgemeine
Company. During this period the service will be steam and elec-
tric, since the present apparatus suffices for one regular train
only. As no reserve power has been provided, the electric ser-
vice will suffer interruptions whenever repairs to the equip-
ment arc necessary.
Very many suburban and interurban electric railways operate
cars over the tracks of other independent city line companies,
under a traffic agreement, whereby the former pay tribute to
the city lines over whose tracks they run. This tribute is as-
sessed against each passenger or other traffic named, and the
usual method employed for checking this traffic is by the con-
ductor of the suburban or interurban car counting the passen-
gers and then registering the number counted upon the ordinary
counting-machine or register. This operation is crude, annoy-
ing, and, at best, is unreliable ; nor does it provide means for
making the division of accounts — for example, as between
adults and children ; neither docs it provide a separate account-
ing from the passengers and other traffic, such as freight, bag-
gage, express, etc., from which a levy must be made.
The Ohmer Fare Register Company, of Dayton, Ohio, has
devised a duplex ticket system, with which a complete record
of the traffic, whether it be adults, children, employees, passen-
ger traveling on pass ; freight, express or baggage, can be ob-
tained in a concise form, correctly and expeditiously, and the
record made in duplicate, one copy of which may be turned over
to the city line over which the suburban cars operate.
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A NEW TRAFFIC TICKET
The accompanying illustration is a reproduction of one-half
of a specimen ticket used in this system, the other half being a
duplicate. It is stated that this style of ticket is to be put in
use between the People's Railway, of Dayton, and the Dayton &
Troy Electric Railway, which enters Troy over the first-named
company's lines.
There are spaces on the ticket for punching, and thus indi-
cating adults and children, with year, month and day, the direc-
tion and the time by hours and minutes. These tickets are
bound in the usual form, and are charged out to the conduc-
tors in the regular way. The conductor does not detach any of
the tickets, but returns the books when all the tickets therein
have been punched, one copy of which may be detached and
turned over to the city company each day, if desirable. It is be-
lieved that this traffic system will subserve its purpose m the
best, quickest and most economical manner. It dispenses with
the annoyance of ringing up the number of passengers on a
register provided for the purpose. If excess baggage, express
matter and other traffic are to be accounted for, the ticket can
be altered especially for that purpose. As only one ticket is
required for each trip, the number necessary for the largest
interurban lines would not be many.
The annual report of the Montreal Street Railway Mutual
Benefit Association, submitted to the members, shows that dur-
ing the past seven months, Oct. 1 to April 30, the sum of $3,040
has been paid out in sickness and injury benefit claims. The
association had on hand after meeting all payments, the sum
of $5,800. The total contributions have amounted to $9,513,
and of this sum the Montreal Street Railway Company has con-
tributed $3,000. The membership is now 1152. Sick commit-
tees, composed of five members for each division of the system,
visit disabled members and report upon their needs.
i3«
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
RULE BOOK IN DENVER
The Denver City Tramway Company has just issued a new
rule book for its employees, which possesses a number of novel
features. As stated in the preface to the book, the rules and
regulations embodied in it are based upon those adopted by
the American Street Railway Association at its convention in
Saratoga last year. In addition, a number of local rules have
been added, but, as far as possible, all rules of a purely tem-
porary character, such as those pertaining to the issue and ac-
ceptance of transfers and time allowances on the various lines,
have been eliminiated. These transfer rules and regulations
and time schedules are published in convenient pamphlet form
by themselves. As these regulations are changed more fre-
quently than the general rules, this plan eliminates the possi-
bility of being obliged to change the book frequently or the
charge that one sometimes hears made, that "the rule-book is
obsolete."
This plan, and the fact that all rules introduced by the com-
pany have been expressed very concisely, has brought the oper-
ating rules down to 59 pages. Each page is 5*4 ins- x 3/4 ins-i
and as the book is printed on thin bond paper, with narrow
margins and is provided with semi-flexible binding, it can be
easily carried in the vest pocket.
Another interesting feature of the book is that besides num-
bering each rule, each paragraph is lettered. This plan was
adopted principally on account of the recent installation on
the Denver Tramway system of the Brown "Merit System."
For example: Should a trainman fail to answer civilly, he
would receive a small slip stating that he had violated Rule 10,
Section C, for which he had received two demerit marks. Or,
as another illustration, a motorman might pass a school house
recklessly. His attention would then be called to Rule 89a.
Rule 89 provides for caution when children are around a car;
the first paragraph (a) warns against running past a school-
house recklessly, and the second paragraph (b) states that
children should not play in or around a car. The penalty in
demerit marks for the violation of the various rules is indicated
on the margin of the general manager's and superintendent's
books. This system has a tendency to encourage and interest
employees in studying and becoming familiar with the rules.
Where a rule in the book is the same as that adopted by the
association, this fact is indicated in parenthesis immediately
following the number given to the rule. For instance : Nos.
1 and 2 of the association rules are also Nos. 1 and 2 of the
Denver rules, and the association numbers follow in a paren-
thesis the Denver numbers. On the other hand, rules Nos. 3,
4 and 5 of the Denver rules are requirements not covered by
the association, and have only the Denver numbers.
On April 21 of the present year, the Brown "Merit System"
was adopted by the Denver City Tramway Company. The
following bulletin, which was posted by the company at that
time, explains the operation of the system :
Commencing April 21, 19x14, the Brown System, otherwise known
as the "Merit System," will be adopted by The Denver City Tram-
way Company, as regards the operations of the Transportation De-
partment, and gradually extended to other departments as experi-
ence may warrant.
The objects to be obtained by the adoption of this system are
briefly stated by the author, Mr. George R. Brown, as follows :
1. To secure the highest possible state of efficiency. To accom-
plish this, strict discipline is essential to successful operation.
2. To avoid loss of time and earnings of employees.
3. To judge each case of an erring employee on its merits, with
regard to his previous record and his possible future availability.
4. To stimulate co-operation, which is to the mutual advantage
of employer and employee.
5. To enable employees to gain in self-respect, loyalty, watchful-
ness and zeal, and realize that the interests of the company are
practically their own, and to establish discipline in which the ele-
ment of force is not predominant.
6. To become acquainted with other cases of discipline or com-
*htfl (MkiBB
isj jlatoncnt
rqsrdkl ttn
mtd, dnn
eta awrt Ra
INSPECTOR'S REPORT
Date Time
Line Car .Yc...
..M.
Conductor, Mr.
Motorman, Mr.
Violation Rule
Remarks:
mendation, through the bulletin notices, and learn from them the
lesson which is taught by the success or failure of others.
7. To inspire and develop in all employees a feeling of security,
and confidence that faithful service is appreciated and will be re-
warded by their uninterrupted retention in the service, and that the
names of the employees who are habitually careless and indifferent
to the company's and their own interests will be dropped from the
rolls.
All trainmen will start on the above date with a clean record,
except where it may hereafter develop th^t old offenses are being
repeated.
Infractions of rules and regulations will be charged against the
individual employee by one or more demerits for each offense, and
where a repetition of the same offense occurs, the number of de-
merits for the second and third offense may be increased.
Incompetency, dishonesty, making false statements, disloyalty to
the company, gross or ungentlemanly conduct, immorality or intoxi-
cation, failure to report an accident, or concealing facts concerning
matters under investigation, will be cause for immediate discharge.
Merits will be given for : Especially meritorious acts and good
conduct generally, such as unusual display of skill or energy in
avoiding an accident, or making an especially complete accident
report or securing names and addresses of witnesses of accidents
occurring on other cars, etc. For making good suggestions as to
betterment of service, M<1>
pointing out where time | | The Denver City Tramway Co.
can be saved, unnecessary
stops eliminated or travel
stimulated and increased.
For uniform politeness
and courtesy to patrons,
and rendering assistance to
them cheerfully when nec-
essary. For running on time,
economical use of current,
keeping car neat and tidy,
and generally efficient ser-
vice. For taking up badge
or pass-book, etc., found
in the hands of an unau-
thorized person, or secur-
ing information whereby
the company is being de-
frauded or their property
damaged in any manner.
For display of energy and
good generalship in re-
moving blockade, taking
care of disabled car, clear-
ing tracks after an acci-
dent or casualty, or pre-
venting damage to com-
pany's property, resulting from fire, accident or maliciousness. For
perfect trip-sheets for the month. And for many acts which good
judgment will suggest.
Each merit will offset one demerit, and record will be determined
by taking the difference between the debits and credits.
At any time should the demerits exceed the merits by one hun-
dred (100), such fact will be sufficient cause for dismissal.
Each record will be kept strictly in confidence between the man-
agement and the individual employee, and may be seen by that em-
ployee, only.
Promotion will be governed, as far as possible, by the records,
taking into consideration, of course, the individual's personal quali-
fications for the position in question.
The discipline bulletins published from time to time have
been of considerable interest to the men, and the system so
far, as shown by the results in Denver, seems to be working
satisfactorily to all concerned.
Where a trainman has worked for a month without having
received any demerits whatever, at the end of the month he
receives a slip notifying him that three merits have been placed
to his credit. All reports are made in duplicate, as shown by
the Inspector's Report, reproduced herewith, and are sent in
to the Superintendent's office, where the number of the rule
violated and the number of demerits for such offense are in-
dicated on same. Where demerits are given, the reason for
so doing is indicated under "Remarks." The carbon copy of
each report is then forwarded to the General Manager's office
for filing.
Demerits Merits...
Signed ,
Employee receiving this notice will acknowledge receipt or same
by signing name in line below, reluming Ibis to superintendent's office
within 48 hours of receipt of same, together with such explanation as
he may desire to make.
(Signature)
FORM OF INSPECTOR'S REPORT
USED BY THE DENVER CITY TRAM-
WAY COMPANY
July 23, 1904.]
STREET RAILWAY JOURNAL.
139
FINANCIAL INTELLIGENCE
Wall Street, July 20, 1904.
The Money Market
No change in the ruling rates for money has occurred within the
past week. That the active speculation in stocks has caused a larger
demand upon local capital was shown by the $9,000,000 increase in
loans of the New York banks reported last Saturday. But money
is pouring into this city so fast from the interior centers that the
larger borrowing requirements find no reflection in the market.
Call money is still quoted at i to 1% per cent, with renewals made
at 1 to 1%. For sixty-day loans 2 to 2% per cent is asked, for
ninety days 2J/2, for five months 3^2 and for six months — that is,
for a period extending over the first of the year — 3*^ to 2>Va Per
cent. Mercantile paper continues in good demand at 2>Va to 4 per
cent for thirty to ninety days, indorsed bills receivable, and 4 to 4%
per cent for choice four to six-month single names. Surplus reserve
has now risen above $44,000,000, which not only far surpasses the cor-
responding total of any recent year, but has rarely been equalled at
any similar season in our history. In face of this unusual accumula-
tion of idle funds, it is remarkable to find sterling exchange declin-
ing again, rates having dropped this week a quarter cent in the
pound. With such a position and no visible signs of any change, it
seems superfluous to discuss the question of the harvest movement
and the effect which it will have on the local market. Should the
promise of very large crops of com and cotton be fulfilled, the
drain upon the New York banks will undoubtedly be greater than
usual, especially as deposits of interior institutions in this city at
the present time are exceptionally large. But as the financial
community now feels, this is a development which will be rather
welcomed than feared.
The Stock Harket
The upward movement has made further rapid progress on the
Stock Exchange during the week. All classes of stocks have been
active in the rise, but operations for higher prices have converged
particularly on the railway shares and on a few of the industrials,
such as Steel preferred and Copper, which suffered the most in last
season's great decline. Dealings have expanded to nearly four
times the daily average of the dull period six weeks ago, and in the
main the familiar characteristics of a bull market have again ap-
peared. For the first half of the week covered by this review
Union Pacific was the leader in the speculation. The adavnce in
the stock culminated for the time being, when on Friday last the
New Jersey court handed down its decision making permanent the
injunction obtained in April in the Northern Securities dissolu-
tion case. As a victory for the Union Pacific party this announce-
ment had for the movement a powerful sentimental effect, helping
the market for the stock. It was at once made apparent, however,
that the litigation would be carried to the Supreme Court, and
that a very long time must elapse before it could be determined
whether control of the merger companies will rest with the
capitalists representing the Union Pacific or with the rival party-
identified with the old regime. Calm consideration of the matter
led to heavy profit-taking in Union and Southern Pacific shares,
and in the later dealings of the week the leadership of the market
was assumed by other issues. The sharp advance in such stocks
as Atchison, St. Paul and Northwest has occurred in face of con-
firmation that very great injury was inflicted upon the wheat
crop by the rains and floods early in the month. It has plainly
reflected the confidence now felt in high financial circles that the
losses in wheat will be more than made good by the huge yield
now indicated for corn. The shares of the railroads in the South
have also benefited greatly by the excellent outlook which con-
tinues undiminished for the cotton harvest. Subject, of course,
to the usual setbacks of every speculation, the present advance is
altogether a more substantial and better supported movement than
Wall Street has seen since the period of depression which reached
its climax last September.
The local tractions have attracted a less share of the general
speculative interest than any other group of active stocks. This is
explained in the case of Metropolitan and Manhattan, on the
ground that these shares had most of their move before the gen-
eral list started upward. Manhattan has been virtually neglected
during the week ; Metropolitan has been held in check by sales com-
ing evidently from speculators who bought at the low figures re-
cently prevailing, and have utilized the general market's buoyancy
to retire profitably from their obligations. Brooklyn Rapid Tran-
sit has also moved rather slowly. But the optimistic feeling which
has for some time past centered upon this specialty, has been
encouraged by the successful placing of a large block of the com-
pany's new 4 per cent bonds, part of which are said to have been
taken by foreign capitalists. The stock is also understood to be a
favorite in the speculative houses which have been most active in
promoting the rise in other quarters of the market.
Philadelphia
The advance has continued in the Philadelphia market during
the week, with more active and better distributed trading than has
been seen in some time past. Union Traction rose to 54/4, and
Philadelphia Traction to 98%, both of which are new high points
for the year. Philadelphia Rapid Transit, which has been con-
spicuously a laggard in the recent dealings, developed sudden ac-
tivity and advanced from 11% to izVa- Philadelphia Electric
gained a quarter point from 6 to 6J4. About 1200 shares of Amer-
ican Railways were taken on a scale up from 45% to 47, which
is the highest the stock has reached this season. Consolidated
Traction of New Jersey, on sales of 250 shares, declined from 67
to 66^>, and recovered to 67. Philadelphia Company preferred was
notably strong at an adavnce from 45 to 45%. but the common,
after a rise from 38^ to 405^, seemed to encounter very heavy
distributive sales, and eased off to 29Va- The activity in all cases
was due to speculative operations based on general market condi-
tions, rather than on any developments, actual or prospective, affect-
ing individual properties. Minor transactions of the week com-
prised Union Passenger Railway (35 shares) at 235, Thirteenth
& Fifteenth Street Passenger (50 shares) at 305, Fairmount
Transportation at 19, and Rochester Passenger preferred at 98^.
Chicago
Dealings in the Chicago tractions have been at a standstill during
the week. A hundred shares of Metropolitan common sold at 20^,
an odd lot of the preferred at 55, seventy-five shares of City Rail-
way at 175, and a small block of West Chicago at 47. This is a
complete list of the week's transactions, and no other comment
is necessary.
A belt line for the transfer of passengers between the North-
west and South Side Street railway lines is proposed by George A.
Yuille, the city's expert on transfers. Under Mr. Yuille's plan cars
could be run each way on a belt line every two and a half minutes.
The cars would run on three sides of a square, switching back at
each end. It is proposed to make the belt lines on the following
streets : Twelfth from Wabash Avenue to Halsted Street, Halsted
Street to Indiana Street, and Indiana Street to North State Street.
The South Side representatives favored the proposition, and the
Union Traction interests can't get a franchise unless they agree
to it.
Formal notice has been sent to the Union Traction Company by
the Mayor of the City Council's action requiring the removal of
the Chicago Passenger Railway's tracks in Adams Street, Des-
plaines Street, Harrison Street, Western Avenue and Twelfth
Street within ninety days from June 11.
Other Traction Securities
Prices have moved upward in the week's Boston trading, but the
improvement has not been as great as the extent of the advance
in other quarters would have called for. Elevated shares rose
from 151 to 152, a new high point for the season. Massachusetts
Electric preferred advanced from 74 to 74M, and an odd lot went
at 75. The common, however, after rising to 21 }i was well enough
supplied to cause a recession to 20. West End common was steady
around 91^, while the preferred gained a point from 111 to 112.
Fifty shares of Georgia Railway common sold at 39. In Baltimore
the United Railway issues made a further recovery, the stock
rising from 7% to 7^4 on sales of about 400 shares. The income
bonds gnined 1^ points from 46^2 to 48, then reacted to 47. The
general 4s moved only between 90% and 90^. Charleston Con-
solidated Street Railway 5s were a feature at an advance from 84
to 85K, and so were the City & Suburban (Washington) 5s at an
advance from 98*% to 100. Anacostia & Potomac 5s sold at 99,
Lexington Street Railway 5s at 100, and Wilmington (North Caro-
lina) Electric, Light & Power 5s at 97-)4. On the New York curb
Interborough Rapid Transit sold down from 134^2 — its high rec-
ord— to 130, but subsequently rallied to 134. Almost '15,000 shares
140
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
of this stock have been dealt in during the last ten days. The only
other transactions comprised a few odd lots of American Light &
Traction common at 50 and 50J/2, one small block of Washington
Electric common at 12)2, and one lot of the 4 per cent bonds
at 78^.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
last week: Closing Bid
July 12 July 19
American Railways 45% 47%
Aurora, Elgin & Chicago al2 —
Boston Elevated 151V2 151%
Brooklyn Rapid Transit 50% 52%
Chicago City 168 175
Chicago Union Traction (common) al6% 4%
Chicago Union Traction (preferred) a30 a30
Cleveland Electric 70 73y8
Consolidated Traction ot New Jersey 66% 66V2
Consolidated Traction of New Jersey 5s 107 108%
Detroit United 62% '67%
Interborough Rapid Transit 132%. 133%
Lake Shore Electric (preferred) _ a20 —
Lake Street Elevated 3% 3%
Manhattan Railway 151% 152
Massachusetts Electric Cos. (common) 19% 19%
Massachusetts Electric Cos. (preferred) 73% 73
Metropolitan Elevated, Chicago (common) 19% 19%
Metropolitan Elevated, Chicago (preferred) 52% 52%
Metropolitan Street 115% 117y8
Metropolitan Securities 88 88%
New Orleans Railways (common) 9 9%
New Orleans Railways (preferred) 29 29%
New Orleans Railways, 4%s 73 72
North American 87% 88%
Northern Ohio Traction & Light 13 al5%
Philadelphia Company (common) 38% 39%
Philadelphia Rapid Transit 11% 13%
Philadelphia Traction 98% 98%
St. Louis (common) 9% 11%
South Side Elevated (Chicago) 91 91%
Third Avenue 121% 121%
Twin City, Minneapolis (common) 94% 95%
Union Traction (Philadelphia) 53% 54%
United Railways, St. Louis (preferred) 54 41%
West End (common) 90% 91
West End (preferred) '. Ill 110
a Asked.
Iron and Steel
Doubt continues to be thrown on the reality of the recent im-
provement reported in the iron trade. One of the leading trade
journals in its weekly review to-day declares positively that actual
conditions have not changed for the better, that a further decrease
in consumption is even expected next month, and that the better
feeling in the industry is entirely a reflection of recent recovery in
the Wall Street markets. A tendency toward lower prices is re-
ported this week in several lines. Bessemer pig iron is now quoted
at the lowest price in the last nine years, $12 a ton; Bessemer
steel is unchanged at $23, and steel rails at $28.
rietals.
Quotations for the leading metals are as follows : Copper 12^
and 12% cents, tin 26 cents, lead 4% cents, and spelter 4^ cents.
♦♦-»
REPORT OF THE MANCHESTER CORPORATION
TRAMWAY'S
The annual report of the Manchester (England) Corporation
Tramways for the year ending March 31, 1904, has just been pub-
lished. The length of line, measured as single track, on that
day was 137 miles, 1602 yards. The following is a summary of
the profit and loss account: Traffic revenue. £603,182; other
revenue, £8,698; total revenue, £611,881; working expenses,
£392,504; gross profit, £219,376; add bank and other interest,
£3,079; leaving a sum available of £222,456. This sum has been
applied as follows: Interest on mortgage debt, £52,711; re-
demption of debt, £26,902; rent of tramways, £200,000: lease-
holds, £1,136; reserve and depreciation accounts, £69,693; con-
tribution to relief of rates, £50,000; street improvements, interest,
etc., £2,012.
The number of passengers carried was 120,772,368. Of this
number the percentages at the different fares was as follows: JAd.',
4.56; id., 75.2; i^d., 5.32: 2d., 10.69; 2V2A., 1.05; 3d., 2.2; 3^d.,
0.52; 4d., 0.46. The average revenue per car mile io.52d., and
per mile of track £4,468. The average fare per passenger was
1. 2d.
REPORT OF THE GLASGOW CORPORATION TRAMWAYS
The report of the Glasgow Corporation Tramways for the year
ending May 31, 1904, contains the following: Traffic receipts,
£717,893; other receipts, £6,958; working expenses, including
depreciation, £496,266; balance, £228,584. From this sum the
following amounts have been deducted: Interest and sinking-
fund on Govan Tramways, £5,068; interest on capital, £59,307;
sinking fund, £45,552; Parliamentary expenses, £12,864; pay-
ment to common good, £25,000; leaving a balance of £80,790.
There are now 140 miles of line, measured as single track. The
passengers carried were 188,962,610. *
+0*
RECEIVERS FOR RICHMOND PROPERTIES
Upon the petition of the Bowling Green Trust Company,
trustee, under the consolidated mortgage of the Virginia Passen-
ger & Power Company, William Northrup and Henry T. Wick-
ham have been appointed receivers of the Virginia Passenger &
Power Company, the Richmond Passenger & Power Company
and the Richmond Traction Company, of Richmond, Va. The
application of the trustee for the appointment of receivers for
these properties was one of the results of the harassing litigation
which has been instituted in the courts of Virginia and New York
for the past few months by George E. Fisher and his associates.
In December, 1902, the control of these properties, which had
formerly been held by Mr. Fisher, was acquired by Frank Jay
Gould and Miss Helen Miller Gould, of New York.
Since Jan. I, 1904, Mr. Fisher and his associates have instituted
against the company and Mr. and Miss Gould some eight or ten
suits in the courts of Virginia and New York, alleging various
grounds of complaint, and in the last suit, instituted in Peters-
burg about three weeks ago, they asked for a receiver for the Vir-
ginia Passenger & Power Company.
As a result of this motion the company was not in a position
on July 1 to make its financial arrangements to pay interest
coupons maturing on that date, and the management had hoped
to be able to defeat the motion for a receiver in time to avoid
other litigation and enable the company to carry on its business.
A few days since, however, the trustee in one of the underlying
mortgages filed a bill in the United States Court against the
Richmond Traction Company to place that company in the hands
of a receiver, and the dismissal of the bill was only secured with
the greatest difficulty and by the advancing of a considerable sum
of money by Mr. Gould personally.
Only a few days ago the company learned that the Metropolitan
Trust Company, of New York, trustee in the debenture mortgage
i.l the Richmond Passenger & Power Company, had declared
the principal of the bonds due and would proceed at once to fore-
close that mortgage. It was at once realized that there was no
way to avoid a receivership for the Richmond Passenger & Power
Company, except by paying the principal and interest of the de-
benture bonds, which would have required the sum of $1,025,000.
This the company did not feel justified in doing, with a motion
for a receiver pending in Petersburg and in the face of imminent
danger of other litigation which it had reason to believe would
be brought or instigated.
The consolidated mortgage of the Virginia Passenger & Power
Company was the only mortgage constituting a general lien upon
all of the properties, the other mortgages being only upon por-
tions of the property originally owned by the several companies.
It at once became manifest, therefore, that in order to avoid a
disintegration of these properties, which would result from sepa-
rate receiverships for each company, and which would have been
ruinous to the holders of the consolidated bonds, as well as in-
jurious to other security holders and to the public, steps must be
taken to place the property under the control of a court having
jurisdiction of all of the companies and in which it could be
properly administered.
It is understood that counsel for the Bowling Green Trust
Company were very reluctant to institute proceedings in any
other court until the motion now pending before Judge Mullen
in the hustings court of Petersburg had been disposed of; but. in
view of the imminent danger of disintegration and of the further
fact that the hustings court of Petersburg only had jurisdiction
of the Virginia Passenger & Power Company and therefore could
not appoint receivers for the Richmond Passenger & Power Com-
pany and the Richmond Traction Company and maintain the
integrity of the system, no course was left open for the protec-
tion of the bondholders except for the trustee to apply to the
United States Court, which had jurisdiction of all the companies,
and to operate them all under one receivership.
July 23, 1904.]
STREET RAILWAY JOURNAL,
STATISTICS OF RAILWAYS IN THE UNITED STATES FOR
THE YEAR ENDING JUNE 30, 1903
The following figures relative to all steam, electric and other
railways in the United States are taken from summaries which
will appear in the Sixteenth Statistical Report of the Interstate
Commerce Commission, prepared by its statistician as the complete
report for the year ending June 30, 1903. The total single-track
railway mileage in the United States on June 30, 1903, was 207,-
977.22 miles, having increased 5,505.37 miles in the year ending on
that date. This increase exceeds that of any previous year since
1890. The operated mileage concerning which substantially com-
plete returns were made was 205,313.54 miles, including 5,902.87
miles of line on which trackage privileges were exercised. The
aggregate length of railway mileage, including tracks of all kinds,
was 283,821.52 miles, being classified as follows: Single track,
205.3I3-54 miles; second track, 14,681.03 miles; third track, 1,303.53
miles; fourth track, 963.36 miles; and yard track and sidings, 61,-
560.06 miles. The number of railway corporations included in the
report was 2078. Of this number 1036 maintained operating ac-
counts, 805 being classed as independent operating roads and 231
as subsidiary roads.
The total number of cars of all classes was 1,753,389, this total
having increased 113,204 during the year. The assignment of this
rolling stock was, to the passenger service, 38,140 cars; to the
freight service, 1,653,782 cars; the remaining 61,467 cars being those
employed directly by the railways in their own service. The num-
ber of persons on the pay rolls of the railways in the United States,
as returned for June 30, 1903, was 1,312,537, or 639 per 100 miles
of line. These figures, when compared with corresponding ones
for the year 1902, show an increase of 123,222 in the number of
employees, or 45 per 100 miles of line.
The par value of the amount of railway capital outstanding on
June 30, 1903, was $12,599,990,258, which represents a capitalization
of $63,186 per mile for the railways in the United States. Current
liabilities for the year amounted to $864,552,960, or $4,211 per mile
of line. Of the total capital stock outstanding, $2,704,821,163, or
43.94 per cent, paid no dividends. The amount of dividends de-
clared during the year was $196,728,176, being equivalent to 5.70
per cent on dividend-paying stock.
The number of passengers reported as carried by the railways
in the year ending June 30, 1903, was 694,891,535, indicating an
increase of 45,013,030 as compared with the year ending June 30,
1902. The passenger-mileage, or the number of passengers carried
1 mile, was 20,915,763,881, having increased 1,225,826,261. The
average revenue per passenger per mile for the year mentioned was
2.006 cents, the average for the preceding year being 1.986 cents.
The gross earnings of the railways in the United States from the
operation of 205,313.54 miles of line were, for the year ending June
30, 1903, $1,900,846,907, being $174,466,640 greater than for the
previous year. Their operating expenses were $1,257,538,852. or
$141,290,105 more than in 1902.
The income from operation, or the net earnings, of the railways
amounted to $643,308,055. This item, when compared with the net
earnings of the year 1902, shows an increase of $33,176,535. The
amount of dividends declared during the year (including $420,400,
other payments from net income) was $197,148,576, leaving as the
surplus from the operations of the year ending June 30, 1903, $09,-
227,469, that of the previous year having been $94,855,088.
The total number of casualties to persons on the railways for the
year ending June 30, 1903, was 86,393, of which 9840 represented
the number of persons killed and 76.553 the number injured.
Casualties occurred among three general classes of railway em-
ployees, as follows: Trainmen, 2070 killed and 25,676 injured:
switch tenders, crossing tenders, and watchmen, 283 killed, 2352
injured; other employees, 1253 killed, 32.453 injured. The casual-
ties to employees coupling and uncoupling cars were, employees
killed. 281 ; injured, 3551. The ratios of casualties indicate that t
employee in every 364 was killed, and I employee in every 22 in-
jured. With regard to trainmen — that is, enginemen, firemen, con-
ductors and other trainmen — it appears that t trainman was killed
for every 123 employed, and 1 was injured for every 10 employed.
One passenger was killed for every 1,957,441 carried, and I in-
jured for every 84,424 carried. With respect to the number of miles
traveled, however, the figures show that 58,917,645 passenger-miles
were accomplished for each passenger killed, and 2,541,096 passen-
ger-miles for each passenger injured.
>, <,, »
The attorneys of the Chicago Union Traction Company have sent
a letter to Mayor Harrison, in which it is asserted that the fran-
chises of the Chicago Passenger Railway Company run until March,
1007. These are on (he streets which the City Council recently or-
dered (he company to vacate because it was thought the franchises
had expired.
REPORTED HUNTINGTON MERGER
Persistent rumors are abroad in Los Angeles, Cal., to the effect
that all the Huntington interurban roads in that section are to be
consolidated and that a European syndicate wants $4,000,000 worth
of the bonds of the new company, which will probably be known
as the Pacific Electric Railway Company of California. Since the
Huntington companies were organized, their investment has
amounted to more than $15,000,000, and is said to be continuing
at the rate of about $500,000 per month. In this connection it is
known that Mr. Huntington said to a friend last winter that he had
it in mind to put all of his interurban lines under one management.
Said one of his closest friends to a representative of the Street
Railway Journal recently: "If I were to tell you what Mr.
Huntington believes as to the future of this country, you might
think he was 'daffy.' What are apparently the wildest claims of
the realty brokers in Los Angeles do not approach his idea of what
the next decade will bring about. He has plans to meet the growth
he feels sure will come that are simply tremendous. He believes
that electricity will eventually take the place of steam in transpor-
tation, so he aims to be ready and a little more than ready when
that times does come."
NEW YORK CENTRAL BECOMES INTERESTED IN TROLLEYS
On Saturday, July 16, the report came from Syracuse that the
New York Central interests had just closed a deal for the pur-
chase of the stock of the Syracuse Rapid Transit Railway Com-
pany held by the estate of L. K. McClymonds, of Cleveland, and
that at the same time and by the same transaction the Central
secured control of the Utica & Mohawk Valley Railroad Com-
pany, which operates from Little Falls to Rome, with city systems
in LHica, Rome and Oneida. This statement contained a certain
element of truth, but according to an announcement made later
by the management of that company, the Stanley-Andrews syndi-
cate of Cleveland, controlling the Utica & Mohawk Valley Com-
pany, really acquired a controlling interest in the Syracuse Rapid
Transit Company, and proposes to merge these properties in one
system. The New York Central & Hudson River Railroad
Company has purchased an interest in these properties, and will
probably enter into a trackage agreement for the use of the West
Shore Railroad to connect the systems of which Syracuse and
Utica are the centers. Further extensions, east and west, are in
contemplation. The New York Central intends to aid the new
company in taking care of and developing the short-haul traffic
to the fullest extent. In Syracuse it is said that the West Shore
will be electrified from Canastota to Syracuse, permitting the
Utica & Mohawk Valley cars to enter this city over that line.
The report that the West Shore would be electrified to Rochester
is regarded as a move to influence the sale of the Rochester.
Syracuse & Eastern Railroad, which has expended $500,000 and
has a right of way between the two cities.
A BROOKLYN COMPANY TO EMPLOY ONLY UNION MEN
An announcement which caused much interest was that made
Saturday, June 16, of an agreement entered into between the Coney
Island & Brooklyn Railroad Company and its employees. The com-
pany voluntarily engages to employ only union men on its lines,
even expressing preference that its employees be members of the
local organization of electric railway workers.
It has been the custom of the company for years to treat annually
with its men, and to enter into an annual agreement each July.
The men have for a long time desired to get the union concession
from the company, but have never threatened trouble over the
matter. One clause in the agreement entered into is as follows :
"The party of the first part (the company) does not object to
any employee belonging to the union, and would prefer that the em-
ployees should, and will not employ or keep any man who does
not belong to the union."
The company also agrees that no motorman or conductor on
straight runs shall be required to be on duty more than ten hours,
inside of eleven hours from the time of reporting for duty, instead
of ten hours inside of twelve from the time of reporting for duty,
as at present, and that seven Park Circle trips shall be considered a
day's work on the Franklin Avenue line, instead of eight trips, as
now. The agreement as to the matter of pay in force during the
last year is renewed. The motormen and conductors are receiving
$2.25 for a full day's work.
It is said there are only about a dozen non-union men now in
(he company's employ, and that they will all probably join the
union.
142
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
SEVERE MEASURES RESORTED TO IN MASSACHUSETTS
Action unprecedented in Massachusetts was taken on the night
of July 13, when newly laid tracks of the Hoosac Valley Street
Railway Company, of North Adams, Mass., were torn up by order
of the Massachusetts Highway Commission. Procuring a steam
roller at Williamstown, Mass., Engineer F. H. Joyner, of the
commission, proceeded to North Adams. The steam roller was
chained to the tracks and the engine started, the result being that
the rails were pulled from the ties and twisted out of shape. This
operation was repeated in two separate places.
When the first car was run over this line the following morn-
ing the motorman came upon a section of the torn up track and
was forced to bring his car to a sudden stop in order to prevent an
accident. It has been stated that wheel-barrows were placed across
the track in order to give the motorman warning, but the motor-
man reported that no such obstruction was there when his car
approached.
Secretary Austin B. Fletcher, of the Highway Commission, gave
as a reason for this summary action on the part of an agent of the
commission that the street railway company had violated the terms
of its franchise over the State highway in North Adams in neg-
lecting to leave the highway in as good condition after the tracks
had been laid as it was before work was begun. It is stated by
the company's representatives that an offer had been made to pay
the highway commission for whatever work it considered neces-
sary.
Secretary Fletcher says that he sent a letter to President A. H.
Rice, of the Hoosac Valley Street Railway Company, on June 22,
calling his attention to the condition of the highway in question.
President Rice replied that he had called the matter to the atten-
tion of his general manager and that he would attend to it. Secre-
tary Fletcher wrote another letter June 30, notifying President
Rice that the locations would be invalid unless the conditions were
complied with.
What adds importance to this case is the intimation given by
officials of the commission that the action it took is intended not
only as a check to the one street railway, but as a warning to all
the Western Massachusetts street railways, with which it claims to
have had more or less trouble.
—
MERIT SYSTEM IN LOS ANGELES
The Pacific Electric Railway Company and the Los Angeles In-
terurban Railway Company adopted on July 1 the merit system of
discipline, such modifications of the system being made as were
thought necessary to meet peculiar local conditions. With the
adoption of the new system all employees were freed of any
charges of misconduct standing against them. Under the new
code, instead of actual suspension, employees are continued at work
while charges against them are under investigation. For good work
credits are given, and they are allowed to offset particular offenses.
Disloyalty, dishonesty, desertion, intemperance, insubordination,
willful neglect, gross carelessness and immorality continue, as in
the past, to be cause for dismissal, and no reprimand is published
without giving to the offender an opportunity to be heard in his
own defense. A reprimand is canceled by a perfect record for two
months. A suspension of five days is canceled by a perfect record
for three months. A suspension of ten days is canceled by a per-
fect record for four months. A suspension of twenty days is can-
celed by a perfect record for eight months. A suspension of thirty
days is canceled by a perfect record for one year.
For the assignment of credits for good record, the year has been
divided into three periods of four months each, beginning July 1,
Nov. 1 and March 1. An employee who maintains a clear record,
secures a credit of ten days for each perfect period until the thirty
demerits are wiped off. In the event, however, of additional de-
merits being assessed against the same employee, no credits accrue
during any portion of the four months period in which the demerits
are recorded.
Credits for extraordinary service are given at all times and are
cumulative. If any employee has a credit of thirty days for an ex-
traordinary service and then receives a debit of thirty days for viola-
tion of rules, his account will stand even. A balance of sixty de-
merit marks subjects an employee to dismissal, in which case he is
called in by the head of the department, and, unless there are miti-
gating circumstances, is taken out of the service.
In adopting the system the companies issued a statement in
which they said : "It is expected that the system of 'discipline by
record' will prove of great advantage alike to the company and to
its employees and their families. Wages will not be lost by dis-
ciplined employees, who are not to be suspended, except for such
time as -may be required for satisfactory .investigation, in attend-
ance at the office of the head of the department, or by themselves
looking up facts, witnesses, etc., after which the employee will re-
turn to his work. It is also expected that it will encourage and
stimulate all employees to co-operate heartily with the officers of
the company in matters pertaining to harmony, economy, safety
and efficiency, thereby securing better service and increasing bene-
fits, security and satisfaction to the public and to all."
PROPOSED ELECTRIC RAILWAY IN ECUADOR
L. F. Carbo, of New York, is interested in the development of
an electric railway in Quito, Ecuador. The proposed line is to
be 36 miles in length and is to be operated by water power. Mr.
Carbo, who has a perpetual and very liberal franchise, leaves for
Quito in the latter part of July with a well-known American en-
gineer to investigate the possibilities of the system. The situa-
tion may turn out to be a good investment for American capital.
♦♦♦
STRIKE IN NEWBURGH, N. Y.
The strike of the employees of the Orange County Traction Com-
pany, of Newburgh, N. Y., declared early Sunday morning, July 17,
was settled Tuesday afternoon, July 19, when cars were immedi-
ately placed in regular operation again. The men demanded
recognition of their union, the employment by the company of
union men only, the discharge of certain non-union men and
the adjustment of a few minor grievances affecting time allowed
for meals, overtime allowance, etc. They modified these demands
later on, however, so that it was possible for the management to
accept the modifications. The agreement as finally drawn con-
tains eleven sections, and is binding upon both parties to it for tw&
years. It provides in brief that the management of the company
shall treat with properly accredited representatives of the men who
shall be employees of the company ; that senority of service shall be
recognized in arranging runs ; that any employee suspended by the
company shall be reinstated and fully compensated at the prevail-
ing wages, if the charges against him are not proved ; that all em-
ployees in good standing on July 16 be reinstated ; that the prevail-
ing rate of wages shall continue to prevail during the life of the
agreement, and that employees discharged at the beginning of the
formation of the union shall be given a fair hearing.
INCONSISTENCY OF GRADE CROSSING ADVOCATES
An application has been received by the Commissioner of Rail-
roads of Michigan from the Detroit United Railway for the ap-
proval of a proposed grade crossing of its line with the Michigan
Central, Lake Shore & Michigan Southern and Grand Trunk Rail-
roads in Greenwood Avenue in the city of Detroit, such application
having the approval of the Mayor and a majority of the Alder-
men of the city.
As is well known, there has been during the past few years con-
siderable agitation in the city of Detroit, in favor of a separation
of the grades at all crossings of electric and steam roads, the advo-
cates of this plan having been unusually active since the accident
that occurred at Gratiot Avenue a few months ago.
As a result of this agitation, a contract has been entered into
between the city and the . railroad companies in interest, providing
that the railroad companies shall expend not less than $200,000
each year in grade separation work until the entire separation shall
be accomplished, the city agreeing to take care of all damage to
adjacent property.
Under this contract and the general plan that has been adopted
it is hoped and expected that the much desired abolition of all
grade crossings can be accomplished within a few years.
And now come the Mayor and the Common Council of the city,
who entered into the contract referred to, and request the Com-
missioner of Railroads to approve of a new crossing that will, in
the opinion of the Commissioner, be fully as dangerous if not more
so, than any now existing, thus creating a new and dangerous
condition that must be changed within a very few years at most,
at the expense of the railroad companies.
It would certainly seem that if the city authorities, and others
who are so actively advocating a change of grades, are sincere and
consistent in their position and desires, they should insist that the
new crossing, if constructed, shall be made at a separate grade at
the expense of the company desiring to make the same, and the
owners of the property to be benefited thereby, and not wait until
there has been an unnecessary risk of life and property, and until
the adjacent property has been built up around a grade crossing,
to be changed in a short time at the expense of the railroad com-
panies, and to the great inconvenience of the owners and occupant
of such property.
July 23, 1904.]
STREET RAILWAY JOURNAL.
H3
ANOTHER NEW ELECTRIC LINE FOR LOUISIANA
The Bayou Teche Electric Company will in the very near future
construct an electric railway from New Iberia to Berwick, La., and
will supply light and power to a large section of the State. The cor-
poration is under the direction of General F. F. Myles, who has
large personal interests in that section of the State. The company
has a capital of $1,000,000.
This is one of several electric railway projects on foot in
Louisiana which will be of benefit to New Orleans, operating as
they will through the most fertile part of the State, and opening
new territory to settlement and development.
Work on this road will be begun in the early fall.
■
WORK BEGINS ON BUFFALO, LOCKPORT & ROCHESTER
LINE
Work was begun a few days ago at Albion, N. Y., on what
is to be known as the Buffalo, Lockport & Rochester Electric
Railway, which is to run from Rochester to Lockport, where it
will make connections with electric lines running to Tonawanda
and Buffalo, and Niagara Falls. This road, which was incorpo-
rated under the name of the Albion Electric Railway, was to
have run only from Albion to Lockport, but it has since been
decided to extend it to Rochester and operating agreements have
been made with the International Traction Company, with lines
running to Buffalo and Niagara Falls.
The cars of the new road are to enter Rochester over the Lyell
Avenue tracks of the Rochester Railway Company, and will carry
their passengers to the Four Corners. It is expected that the
road will be laid at least from Rochester to Brockport by fall,
when that part of the line will be operated.
Throughout its whole length the new line will parallel the
Falls road of the New York Central. It will run on its own
right of way, except through the streets of the villages and towns
along the route. The line is on the north side of the steam rail-
road, between it and the canal. The new company has practically
obtained the right of way from Rochester to Lockport and has
permission to go through the business streets of the villages and
towns. The places through which it will pass are South Greece,
Spencerport, Adams Basin, Brockport, Holley, Fancher, Albion,
Eagle Harbor, Knowlesville, Medina, Middleport, Gasport and
Lockport.
The construction of the road is now being supervised by A. T.
Tomlinson, who represents J. G. White & Company, of New
York. The road is being financed by the Transit Finance Com-
pany, of Philadelphia.
NEW PUBLICATIONS
Derrah's Trolley Trips: By Trolley Through Eastern New Eng-
land; 154 pages. By Trolley Through Western New England:
105 pages. Bound separately in paper ; also bound together in
cloth. Price, $1.15. Published by Robert H. Derrah, 365
Washington Street, Boston, Mass.
These trolley guides are models of their kind in every way,
typographically and in arrangement and execution. The informa-
tion in regard to the different attractions in the cities described
is supplemented by well-chosen illustrations and time-tables of
the different lines, and indices make the task of finding his way
an easy one for the traveler. The New England district is a very
popular one for trolley excursionists. One reason is that it
possesses so many historical associations, but the fact that the
territory is so well supplied with trolley guides is undoubtedly
another reason for the popularity in that region of the trolley
tourist. Other sections of the country might- well draw a lesson
from the way in which this business has been developed.
Manual for Engineers. Compiled by Charles E. Ferris, B. S., Pro-
fessor of Mechanical Engineering, University of Tennessee.
Published by the University of Tennessee Press, Knoxville,
Tenn. Price, by mail, 50 cents.
This little engineering manual is gratifying evidence of the
steady advancement of the South along the lines of sound tech-
nical education. The primary object of the university in publish-
ing this book is to bring directly to the attention of Southern men
of affairs the value of technical training in the schools and col-
leges of the South. In addition to a small amount of matter about
the engineering departments of the University of Tennessee, the
book contains considerable information of the highest value to
engineers and merchants. That the book has been successful is
shown by the fact that the publishers have received orders for the
book from nearly every part of the world, and that it has reached
a fourth edition of 5000 copies.
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED JULY 12, 1904.
764,688. Trolley; George E. Smith, Exeter, N. H. App. filed
June 5, 1903. A main truck in the trolley harp, a swinging frame
supported on the harp and carrying an auxiliary truck and a pair
of flaring fingers movably connected to the swinging frame.
764,692. Overhead Trolley ; William J. Sumner, Holyoke,
Mass. App. filed Feb. 6, 1904. Details.
764,758. Operating Mechanism for Fare Registers ; Wilfred I.
Ohmer, Dayton, Ohio. App. filed Feb. 24, 1904. Comprises a
rotatable shaft and a longitudinally movable rod, a housing in which
the shaft and rod are mounted, a vertical shaft mounted in the
housing and having a geared connection with the longitudinal
shaft within the housing, an operating handle mounted on the
vertical shaft, so as to rotate therewith and movable longitudinally
thereon, a bell crank lever mounted in the housing and engaging
the rod to move the same longitudinally, a connection between the
operating handle and bellcrank lever to actuate the lever when
the handle is moved longitudinally, an indicator ha\ing a shaft
mounted in the housing and operatively connected with the vertical
shaft, and detent mechanism for holding the parts in indicating
position.
764.780. Trolley for Overhead Tracks ; William J. Sumner, Hol-
yoke, Mass. App. filed Feb. 6, 1904. Consists of a wheel-supported
head and a jointed pendant connected with the head and extending
below the track, the pendant being capable of swinging trans-
versely of the track and independently of the head.
764.781. Switch for Overhead Trolley Tracks; William J. Sum-
ner, Holyoke, Mass. App. filed Feb. 6, 1904. Details.
764,807. Trolley Retractor ; Richard H. Ham, Stockport, N. Y.
App. filed Sept. 29, 1903. Means whereby when a pull is exerted
on the retaining socket of the catcher, the socket will be freed from
its locked position and caused to rotate or move in approximate
parallelism to the dash, so as to exert a downward pull on the
trolley rope.
764,867. Switch Point Shifter ; Robert H. Roberts, San Antonio,
Texas. App. filed April 2, 1904. Details of construction of a
depressible operating rod mounted on the dash of the car.
764,836. Electric Fluid Pressure Switching Mechanism ; Walter
J. Bell, Los Angeles, Cal. App. filed Aug. 6, 1903. Comprises a
switch element, a double-acting pump for moving the switch ele-
ment, solenoids for reciprocating the pump piston, and a pole
changer for said solenoids consisting of a contact carried by a
moving part, spring contacts each electrically connected with one
of said magnets and alternately engaged by said contact, and an
inclined bar between the spring contacts for deflecting the contact
whereby the latter is snapped from one contact to the other at the
ends of is movements.
764,856. Electric Railway ; Timothy Mahoney," San Francisco,
Cal. App. filed Aug. 4, 1903. Means carried by the car for operat-
ing a switch-box consisting of a trolley wheel having a magnetiz-
able rim and a series of readily magnetizable spokes inclosed
thereby ; the series of spokes being helically wound by a continu-
ous conductor to form a single magnet whose opposite poles are at
the center and the periphery of the wheel.
764,915. Trolley Guard; Anton Christensen, Chicago, 111. App.
filed April 29, 1904. Details.
764,942. Electric Railway System ; Wilbur E. Guthrie, Cham-
bersburg, Pa. App. filed Feb. 5, 1904. The system dispenses with
the use of a continuous live trolley, either overhead or under-
ground, and employs a feed wire buried in the roadbed and con-
nected at intervals with a series of upwardly projecting contacts,
adapted to make contact with a long shoe carried by the car and of
such length as to bridge the space between the contacts.
765,004. Trolley Pole Head ; John E. Greenwood, Utica, N. Y.
App. filed Aug. 29, 1903. A coiled spring secured to the trolley
pole at a point intermediate its ends, collectors on the spring, and
means engaging the ends of the spring to maintain it in horizontal
position.
765,004. Trolley Pole Head ; John . Greenwood, Utica, N. Y.
App. filed Aug. 29, 1903. A cap-piece piotally mounted on the
trolley pole, a leaf spring supported on edge on the cap-piece and
collectors aranged in tandem on the spring.
765,041. Car Fender; William H. Reece, St. Louis, Mo. App.
filed Dec. 1, 1003. The fender comprises three separate parts
pivotally connected to move in unison, to wit: An apron pivoted
approximately at its upper edge, a cradle pivoted beneath the
apron, and a pilot mounted below said cradle.
765,067. Street Car Fender ; Jacob Derx, St. Louis, Mo. App.
filed Jan. 29, 1904, Comprises a stationary frame and a pivoted
144
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 4.
frame, and a plurality of pivotally-mounted rigid plates con-
necting the frames and forming the side walls of the fender.
765,075. Trolley Harp ; Charles L. Hooper, Rochester, N. Y.
App. filed Dec. 15, 1903. Details.
765.136. Overhead Conductor Point Operating Mechanism;
Charles G. Goord, Brighton, England. App. filed Sept. 17, 1903.
Comprises a switch operated by the rail-point, a agnet upon the
overhead frog, an electric circuit including the magnet and switch,
and conductor connections operated by the magnet.
765.137. Trolley Fork; Charles G. Hartman, Glens Falls, N. Y.
App. filed Dec. 21, 1903. A disc mounted on the trolley fork is
provided with means for temporarily holding the pin of the trolley
wheel, means upon the fork for permanently holding the pin and
means for bringing the two means into a registering position.
PERSONAL MENTION
DR. SCHUYLER SKAATS WHEELER, president of Crocker-
Wheeler Company, electrical manufacturers, sailed July 13, with
Mrs. Wheeler, on the White Star liner "Baltic."
MR. G. H. WINSLOW, who has for several months past been
in charge of the reading and club rooms of the Public Service
Corporation of New Jersey, under the direction of the State com-
mittee of the Young Men's Christian Association, has resigned
to accept the position of superintendent of the railroad Y. M. C.
A. of the Louisville & Nashville Railroad, at the company's shops
at New Decatur, Ala.
MR. JOHN P. POPE has accepted the position of superin-
tendent of the Columbus, London & Springfield Railway Company,
of Columbus, Ohio; Mr. B. M. Brown has accepted the position of
superintendent of transportation of the Dayton, Springfield &
Urbana Electric Railway Company, and Mr. C. C. Collins has suc-
ceeded Mr. F. G. Mensch as superintendent of express of the
same company. Mr. E. B. Gunn has resigned as general super-
intendent of the Dayton, Springfield & Urbana Electric Railway
Company, and is to be succeeded by Mr. A. H. Hayward.
MR. JAMES D. HOUSEMAN, who now is general manager
of the Suburban Telephone Company, of St. Louis, Mo., made an
enviable reputation while general manager of the St. Louis, St.
Charles & Western Railway, from which, as previously noted in
the Street Railway Journal, he resigned quite recently. From
the time of the opening of the road in 1899 until he resigned, Mr.
Houseman did not have occasion to discharge a single man, and
during that time only four regular employees resigned. But even
more remarkable than this is the fact that during the five years
only $250 was paid out for damages, and that there are at present
no damage suits against the company. Since the opening of the
road Mr. Houseman has been able to grant the men an increase in
wages amounting to 20 per cent. Mr. R. W. Gray has been ap-
pointed to succeed Mr. Houseman.
MR. J. A. BARRY, general manager of the New Jersey & Penn-
sylvania Traction Company, with headquarters at Trenton, N. J.,
has resigned his position to accept the managership of the Indiana
Northern Traction Company's line between Marion and Wabash,
Ind. Mr. Barry has been at Trenton since March, 1901, and suc-
ceeded Mr. Jilson J. Coleman, president of the New Jersey & Penn-
sylvania Traction Company, as general manager in 1902. Mr.
Coleman is now president of the Indiana Northern Traction Com-
pany. The New Jersey & Pennsylvania Traction Company con-
trols 25 miles of road, extending from Trenton to Princeton, in
New Jersey, and to Newtown, Pa. The Princeton line was the
pioneer high-speed line in the State. Mr. Barry has been very suc-
cessful in his management of the road, carrying, since the opening
in the fall of 1901, about 3,000,000 passengers without a single
injury. He was the pioneer newspaper advertiser in Trenton, and,
so far as known, in the State, running at first regular railroad
time-cards, and, later, supplementing these by reading notices, to
which attention has been called in the Street Railway Journal.
Previous to coining to Trenton, Mr. Barry was with the Brooklyn
Heights and old Nassau Railroads in Brooklyn, N. Y. He began
his railroad career with the Cleveland, Loraine & Wheeling Rail-
road, with which he served seventeen years, filling many positions.
He left the steam railroad to take a position with the Yonkers
(N. Y.) Street Railway, and has been connected with electric rail-
\va>s ever Fiuce.
MR. T. G. HANSEN, who, in June, 1902, resigned as general
superintendent of the Northern Ohio Traction Company, of Akron,
A. J. WILSON
Ohio, to become connected with the British Electric Traction Com-
pany, of London, has resigned from that company, and is returning
to the United States. Mr. Hansen has been acting as manager of
the Costa Rica Electric Light & Traction Company, of San Jose,
Costa Rica. Here he became very popular with the employees, and
earned the approbation of his employees by his loyalty to their in-
terests. Mr. Hansen began his street railway career in Chicago.
Here he was first employed as a gripman on a cable road. Later
he became an inspector, and then went to Cleveland as a division
superintendent of the Cleveland Electric Railway. His next posi-
tion was that of superintendent of the Northern Ohio Traction
Company. The employees of the Costa Rica Company presented
Mr. Hansen with a gold chain and a charm as a token of their
esteem when they learned he was to leave.
MR. A. J. WILSON has resigned from his position of master
mechanic of the Brooklyn Heights Railroad Company, owing to
ill-health. It has appeared advisable for him to take a much-
needed rest, which he has decided to do, after which he will
undoubtedly resume his railroad work. Mr. Wilson has
been connected with the Brooklyn
Union Elevated Railroad and the
Brooklyn Heights Railroad for
over fourteen years in the operat-
ing department and in charge of
repair-shop work, coming to
Brooklyn from the Central Ver-
mont Railroad. His work in
Brooklyn began very soon after
the opening of the Brooklyn
Union Elevated Railroad, upon
which system he spent five years
in the operating department and
was then placed in charge of the
work of repairs and maintenance
of cars and locomotives. He has
had a very valuable experience in
the remarkable development of
urban traffic that has taken place
111 that city, his experience covering both the earlier steam loco-
motive service and of installing and maintaining the electrical
equipment which is now so successfully in use. He has for sev-
eral years past been in charge of the three large repair shops of
the surface and elevated divisions and the fifteen division shops,
and has also been in charge of the important new work of recon-
struction of elevated cars.
MR. FRANKLIN EVENS MORSE, superintendent of power
1 if the Brooklyn Heights Railroad Company, died at his residence,
at 1327 Dean Street, Brooklyn, N. Y., on Friday, July 15. His death
comes as a shock to his many friends and co-workers, who had all
learned to esteem him for his many sterling qualities. He was ill
only a week of typhoid fever, but the immediate cause of his death
was exhaustion from an operation. Mr. Morse was thirty-three
years of age, unmarried, and lived with his parents and a sister.
He was a native of Massachusetts, having been born in Walpole,
Aug. 16, 1870. He was educated in the public and high schools in
his home town, and received his technical education at Dean
Academy, Franklin, Mass. Mr. Morse has been associated with
the Brooklyn railroads for the last thirteen years, and in the ca-
pacity of superintendent of power for the last seven years. He
was a popular member of the New York Railroad Club, and was
also a member of the Masonic order, holding the high honor of
Past Master of the Montgomery Lodge, F. and A. M. Mr. Morse's
first electrical work was in the employ of the Wright Electric Com-
pany, of Boston. Subsequently he worked for the Electric Light
Company, of Clinton, Mass. In 1891 he came to Brooklyn and
entered the service of the Brooklyn City Railway Company as a
switchboard operator under Mr. M. G. Starrett. His rise from
this position was rapid and he soon became chief electrician of the
Southern Power Station of the company, which position he held
until the fall of 1894. He was then promoted to the position -of
superintendent of power of the Brooklyn Height Railroad Com-
pany by the late Mr. R. B. Bfown, E. E. This position he has
held very efficiently through several administrations of the com-
pany. Mr. Morse was one of the most popular and highly thought
of men in the company, and his loss is deeply felt by all those con-
nected with the mechanical department. His professional attain-
ments were of the highest order. He grew with the electrical pro-
fession, and was probably one of the best posted men in the field
upon practical power plant subjects. He was very fond of the
work, and was closely devoted to it, and his interests were one with
the company. In the field of invention, Mr. Morse has also made a
record ; he was the inventor and patentee of the Brazed Rail
Joint.
INDEXED
Street Railway Journal
Vol. XXIV.
NEW YORK, SATURDAY, JULY 30, 1904
No. 5.
Published Every Saturday by the
McGRAW PUBLISHING COMPANY
Main Office:
NEW YORK, Engineering Building, 114 Liberty Street.
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Cable Address, "Stryjourn, New York"; "Stryjourn, London" — Liebcr's Code
used.
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Section 1, Electricity Building, Louisiana Purchase Exposition.
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Subscriptions payable in advance, by check or money order. Remittances
for foreign subscriptions may be made through our European office.
Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not latvr
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Operating Electrical Exhibits at St. Louis
A great deal of credit is due to the Department of Elec-
tricity of the Louisiana Purchase Exposition, under the direc-
tion of Professor W. E. Golclshorough, for the character of the
electric railway exhihits to be found there, as well as for the
work of the electric railway test commission which is now
being taken up. Although it has not been possible, in the case
of the electric railway exhibits, to have them all operating
exhibits to the extent that other exhibits in the Electricity
Building are operating, this deficiency has been made up for
by the inauguration of the electric railway tests, where the
actual performance of various types of electric railway ap-
paratus can be determined. Under Professor Goldsborough's
guidance the electric railway exhibits have been made some-
thing more than warehouse displays. A great deal of the elec-
tric railway apparatus exhibit will be placed in operation be-
fore the season is over on the electric railway test track. Much
of the stationary apparatus in Electricity Building is connected
up electrically to operate without load, and thus some idea of
running conditions can be obtained. In showing the operation
of new controlling devices, such an operation in place can be
made of considerable value to the electric railway man, and
even if not of value to him, it is of an educational value to the
general public.
The Spread of Power Troubles
Although much attention has been given by electrical en-
gineers in the past seven years to the design of power sta-
tions and transmission lines, which will prevent the spread of
trouble due to a short circuit at one point, recent accidents do
not seem to show that modern plants, with their immense ca-
pacities, are any more immune from trouble than were older
and less skilfully designed plants where less power was concen-
trated on these transmission lines. The truth of the matter is
that, while additional precautions are being taken to isolate
feeders so that short circuits on one feeder will not break down
adjacent ones, there is another tendency in power-plant opera-
tion which largely tends to counteract the advantages gained
by such isolation. This tendency is to do away with auto-
matic overload devices which will open a circuit upon excessive
overload ; or, if not to do away with them entirely, to set them
so that they will open only at such a large overload that they
are almost valueless for the purposes for which they were de-
signed. There has been a decided tendency to do away with
fuses because of the possibility of their opening at inopportune
times, and the same complaint is heard of the automatic circuit
breaker.
Managers of central station electric lighting systems are
probably more prone to do away with all devices for opening
automatically upon overload than are electric railway men,
because momentary interruptions are less permissible in cen-
tral-station lighting-work than in railway work. Neverthe-
less, when a system is being worked up to its full capacity, or
perhaps frequently on overload, there is a strong temptation
for those operating an electric railway system of any kind to set
overload devices for excessively large loads or to plug them
up entirely. The result of such practice is that troubles from
circuit breakers operating when they should not are reduced to
a minimum, and a station may operate for a long period with-
out trouble. When, however, a heavy short circuit occurs near
the power house or in the power house itself, the chances for
a general wreck are almost appalling. A short circuit, which
if promptly cut out will do little damage, may do an immense
iniurv if the full canacitv of the power house is turned into
146
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
it pending the time that power-house attendants can cut it out
by hand. Taken altogether, it is a question whether the great
price which is likely to be paid for the immunity from small
troubles is justifiable. At least it is well for the operators of
large railway stations to consider well both sides of the case.
There are certain practical difficulties, whichever plan is
chosen, but we are inclined to think, on the whole, that the
tendency to "connect everything up solid" usually involves
greater risks than operating conditions justify.
The Public as a Spoiled Child
The tendency of the general public in some sections of the
country to play the spoiled child at the prospect of being denied
its own way was well illustrated a few days ago at a hearing
held by the Massachusetts Railroad Commission. Certain citi-
zens of Woburn and Lexington appeared before the board in
remonstrance against the charging of a 10-cent fare between
Woburn Center and Lexington Center by the Lexington &
Boston Street Railway Company. It seems that the company
has not been embarrassed by an excess of profits lately, and
therefore felt justified in raising the tariff between these two
points from 5 to 10 cents, the distance between the two towns
being about 5 miles. In order to be just to its regular patrons,
however, the company recently made the same proposition to
the citizens of Lexington and Woburn as it had made to the
residents of Bedford and Billerica, a short time previously —
namely, to issue a non-transferable twenty-ride ticket book,
costing $1, from center to center. The commission had ap-
proved this course, and had decided to try the experiment be-
tween the two latter towns, regulating the fares later, if neces-
sary, on the basis of the experience obtained.
"Eminent counsel" for Lexington and Woburn argued ve-
hemently that there are a number of patrons of the road who
are too poor to take advantage of the twenty-trip book, and
that as the books are non-transferable between different per-
sons in a family, the poorer households cannot afford to buy
separate books for all the children, aunts, uncles and cousins
of the domestic hearthstone. The discourse concluded with a
threat by the mayor of Woburn to rip up the tracks of the road
unless the company conceded to the demands of the citizens
and granted the unrestricted 5-cent fare between the two towns
desired.
Doubtless there is something to be said against the incon-
venience which is inseparable from the company's proposition,
but the main fact remains that a means has been offered by the
company in good faith whereby a 5-cent fare is in force be-
tween the two communities. It is difficult to see wherein any
wage-earner who spends 60 cents a week in riding to and from
his work daily is going to be impoverished by paying fare once
in ten days instead of every day; and it is also apparent that
the principles of good economy in the running expenses of
families of very limited means do not justify a large amount of
going about when the extraction of $1 from the exchecquer
leaves a balance inadequate to the supply of a few days' food,
clothing and shelter. There often seems to be a woeful lacking
in appreciation of the facts that a road must pay its expenses
in the long run if it is to give any service at all, and that fares
cannot possibly be as cheap in suburban or sparsely settled com-
munities as in the populous districts of large cities. The traffic
simply prohibits it, as many a road has found to its sorrow.
It is no very gross misconception of the transportation facilities
of to-day and yesterday to emphasize the alacrity with which
our forefathers would produce a dime for a 5-mile ride in
twenty minutes or so, unless they were willing to economize
by having recourse to the stalwart legs with which they were
provided — if one may trust the drawings which illustrate the
Colonial and even later periods of our history.
As for the dog-in-the-manger attitude in regard to a possible
tearing up of the tracks, it would be too puerile to deserve
comment were it not for the fact that it is a symptom of a
disease which has lately scarred the fair face of this land from
Colorado to the Atlantic Ocean. Respect for law, and not vio-
lence, is demanded in these trying times of social unrest, and
it ill becomes the representatives of government — national,
State or municipal — to countenance measures more character-
istic of ignorant mobs than of civilized communities. It is
gratifying that the commission sees the matter in a broader
light than did the remonstrants at the hearing.
Reserve Equipment
A recent editorial in these columns calling attention to the
inadequate repair shop facilities found on many street railway
systems has brought out the comment from one of our readers
that in the past few years of prosperity it has frequently been
not so much a question of repair shop facilities as of being
able to take a large enough per cent of the rolling stock out of
service to maintain the rolling stock in good condition. It is,
of course, true that idle cars are earning no money, and that
the smaller the per cent of idle investment in rolling stock the
better. But there is a point where attempts to keep down the
idle investment by keeping cars on the road when they should
be in the repair shop, is sure to result in loss. The reserve
equipment should be sufficient so that defective equipments
can be given that "stitch in time" which "saves nine." We
have personal knowledge of at least one large street railway
system where for the past two years there has constantly been
an incipient war between the transportation and master me-
chanic's departments, owing to the desire of the former to keep
every car in service and the desire of the master mechanic to
get cars off the road long enough to give them the attention
they should have, in order to keep them from breaking down in
service. It is perhaps a good thing for the mechanical depart-
ment of a road not to have a superabundance of reserve equip-
ments. A large reserve, in addition to representing a large in-
vestment, also tends to laxity in repair methods. The neces-
sity of repairing equipments in such a way that they will "stay
out" on the road the longest possible time is brought home to
the master mechanic of a road where there is a small reserve
in a way that it can not possibly occur where there is a large
reserve.
In connection with the reserve equipments it is to be noted
that the present tendency to use long, double-truck cars in city
service necessitates a greater investment for reserve cars than
in former days, for the simple reason that the car units are
larger. However, we have as a counterbalance to this the fact
that the large car, with four motors and double trucks, is com-
posed of various interchangeable parts, so that if a large
enough reserve supply of some of these parts is kept in stock
there is no need of maintaining a large number of complete
reserve cars. For example, it is an easy matter to substitute
one truck for another on a double-truck car, and in case the
defect is confined to one or two motors on a truck, this is a
very quick way of remedying the trouble and getting the car
body back on the road in active service. With proper repair
shop facilities for quickly making substitutions of this kind, the
idle investment in complete equipment can be made very small,
the reserve being carried rather in the shape of repair parts
than in complete equipments.
July 30, 1904.]
STREET RAILWAY JOURNAL
HI
Light Roads for Summer Traffic
A surprisingly large number of the smaller electric roads of
the country depend in no small measure on their summer traffic
to hold up the year's receipts. Year by year "aestivation," as
Dr. Holmes cheerfully called it, becomes more and more the
fixed habit of urban folk, and the resulting demand for trans-
portation in country districts becomes more and more acute.
The easier it is to reach pleasant country places the fuller
grows the tide of summer visitors. At the present time many
people of very moderate means spend the summer in the coun-
try, and the regions accessible to them depend on the facilities
for transportation. The railways of the country give but in-
different access to the scores of villages that are ready for
visitors, and therefore there is a wide field for electric roads.
But the summer traffic is a matter of only two or three months,
and the investment required for an electric road built on stand-
ard lines is too heavy to stand the strain of nine or ten months
of light traffic. And right here we want to put in a plea for
the adoptation of methods to results. There are scores of
routes which would just fail to pay with ordinary construction,
and which could be made to pay if the initial investment were
kept down. It is a problem for shrewd engineering and the
adoption of new methods. We would hardly dare to say how
cheaply a light road could be built at a pinch, but the figure
would surprise even some experts in the business. Given a
line running into the summer visitors' country, and connecting
it with the railway, or some minor center of population, and a
truly remarkable amount of traffic can be built up. We are not
considering here the suburban or interurban road, but the line
that is its own reason for being.
In this connection the use of the new alternating-current
railway motors at once suggests itself. They have for such
use obvious merits which they do not have in equal measure
for suburban service. Where traffic must be exchanged with
direct-current systems the alternating motor has its conven-
ience yet to prove, but operating on its own account its merits
come to the front. In particular, the feeding system, which in
relatively long lines is a source of heavy expense, becomes of
small moment, and a pretty long line can be worked over the
trolley wire alone. Supporting this by a bracket construction,
the overhead system falls to a very modest figure, and long dis-
tances can be readily covered. The alternating motor, too, can
be economically regulated without need of a double-motor
equipment and series parallel control, so that the cost of car
equipment can be kept down. Bearing in mind the nature of
the traffic and the need for keeping down the investment, the
track work can also be kept down in cost. Power in a small
road is always likely to be relatively costly, but here again the
alternating system would come to the rescue. Current could
be readily obtained from any road in the vicinity which op-
erated a transmission system, or from a neighboring lighting
system, via a frequency changer and a short transmission line.
The main point is that attention at a power station or a con-
verter sub-station could in many cases be eliminated, leaving
simply the operation of the cars to the electrical department.
There are not a few interurban lines which could with advan-
tage build branches and feeders on such a system, working
them from the general power station, and thus keeping the
local expense down to a minimum figure.
Of course there is always the feeling that a light equipment
may prove inadequate, but it is a fact that a surprisingly large
amount of traffic can be picked up on a light road, and when
this amount grows so as to exceed the facilities, a change can
be profitably made. But in the class of work we are consider-
ing, the period of moderate traffic is likely to be rather long,
save in exceptional instances. The point is to so build and
operate that this moderate traffic may be made to pay. At
present there are plenty of roads that do not pay, simply be-
cause the traffic they can pick up is too small, considering the
investment. They must wait for the country to grow up along
the line, and the waiting is often tedious. If, however, loca-
tions are picked out deliberately with reference to summer
travel, plus the very moderate receipts of the rest of the year,
it seems possible to organize roads that would keep their noses
above water all the time and grow to be thoroughly successful.
This is a matter for local enterprise rather than for general
promotion. Every electric railway man knows that a project
of small dimensions is relatively difficult to float, quite irre-
spective of its merits. Light roads of the kind we are con-
sidering can best be built either by systems already operating
in the vicinity or by the enlistment of local capital. In the
latter case there is usually very little difficulty in securing
rights of way and other local concessions that are of real value.
Every such road should have a freight and express franchise,
and the local mail contract if possible. It is hardly possible
to knock about the country during the summer without seeing
opportunities for just this kind of work, and the wonder is that
more of them have not been grasped already. The advent of
alternating motors will make it much easier to build and
operate light roads with profit, and ought to stir the business
into activity. We have been watching the alternating motor
situation with much interest, for this as well as for other
reasons. The next year will see the system tried upon its
merits, but this much is certain, that the motors of moderate
power will be easier to work out than the big fellows, and for
the work considered large motors are not needed.
Dust Guards for Rotaries
Designers of electrical machinery have always been guided
in improving upon early types of apparatus by the experience
which their products have undergone in practice. This is par-
ticularly true in the case of rotary converters, which have been
brought to a high state of reliability, efficiency, freedom from
sparking and hunting by a decade of operation in sub and gen-
erating stations. The electrical difficulties have been taken
pretty well in hand by the engineers of the manufacturing com-
panies.
The recent experience of a Western street railway company,
however, shows that more consideration should be given to the
old problem of mechanical friction. A 500-kw machine in-
stalled in a sub-station of the road in question gathered
dust enough to require its bearings to be scraped four times in
the last four months, so badly were the wearing surfaces cut
by dust and grit which lodged in the journals. The sub-station
was located between a large building and an open yard, and the
shaft of the machine affected was in direct line with the win-
dows and door. The remedy of the railway company was the
simple expedient of tying cloths over the end of the shaft, but
the difficulty is certainly serious enough to warrant the pro-
vision by the designers of some permanent dust guard which
will eliminate the necessity of fitting up machines with the
night-cap affair born of the present emergency.
148
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
INVERTED THIRD RAIL UPON THE BROOKLYN BRIDGE
An innovation in electric third-rail arrangement has recently
been introduced upon the "Brooklyn Bridge," the old bridge
between the cities of New York and Brooklyn, by the Brook-
lyn Rapid Transit Company, for the operation of all its ele-
vated trains through to New York. It involves what is prob-
inverted position for this purpose ; in this way sufficient width
of contact surface is presented to the car shoes, and very little
special work was required in making the change. The accom-
panying drawings show the details of the new work, while the
photograph illustrates the new lail in position.
The sectional drawing, or diagram, showing the location of
the third rail relative to the nearest running: rails of the two
TYPICAL VIEW OF THE NEW
INVERTED THIRD RAIL CONSTRUCTION UPON THE NEW YORK AND BROOKLYN BRIDCE
BROOKLYN RAPID TRANSIT COMPANY
ably the first use, on a large scale at least, of the T-rail in an
inverted position for use as a third-rail propulsion current con-
ductor. It may be stated that this idea of using the T-rail in-
verted has before been suggested, as its use in this position
would offer many advantages by making possible greater avail-
able contact area between the shoe and the third rail. But for
reasons of difficulty of supporting the rail in this inverted posi-
tion, undoubtedly, this idea has never heretofore been put into
pi actice.
This change is due to the peculiar conditions met in the
operation of the electric trains over the bridge between New
York and Brooklyn. Very difficult and abnormal conditions
have been introduced by the enormous growth of the traffic to
and from Brooklyn via this route. As is probably well known,
trains are operated across the bridge upon two lines of track in
each direction, which tracks are arranged in gauntlet. The
gauntlet arrangement was installed several years ago in order
to facilitate the handling of the trains under the extreme ser-
vice of 55 seconds headways ; this arrangement avoided the in-
convenience of switching at either end. When electric traction
was installed upon the bridge a few years ago, it was desired to
use a common third rail for both of the gauntlet tracks to avoid
the complication of the two third rails. This was accom-
plished by making the contact shoes upon the cars wide enough
to afford contact with the rail when on either track. At that
time, however, the contact shoes were made 10 ins. wide, which
easily allowed for the variation of 5% ins. between the center
lines of the two tracks, giving good contacts when cars were
upon either track.
Recently, however, it has been found desirable to operate
elevated trains from the various elevated lines of the Brooklyn
Rapid Transit Company over the bridge to the New York ter-
minal. The limiting conditions upon these elevated structures
prohibited a width of shoe greater than 8 ins., which made it
impossible to use one of the gauntlet tracks on account of the
shoes not making sufficient contact with the existing third rail.
Accordingly an additional third rail on the other side, or a
wider single rail in place of the former one, became necessary.
The problem was solved by rebuilding the third rail, involving
the installation of a 70-Ib. A. S. C. E. standard T-rail in its
gauntlet tracks, clearly indicates the advantages gained from
this new arrangement of conductor-rail. The former position
of the third rail is shown in dotted lines, from which it may
be seen that only the edge of the contact shoe would normally
VIEW SHOWING CONTACT OF SHOES OF A PASSING TRAIN
WITH INVERTED CONDUCTOR RAIL
be in contact with the rail ; from this it is evident that a slight
jolting of the car to one side might easily move the shoe en-
tirely off the rail. With the new arrangement, using the in-
verted rail, which is here shown in full lines, the minimum
width of contact of the shoe with the third rail of 3^ ins. will
July 30, 1904.]
STREET RAILWAY JOURNAL,
149
prevent any possible trouble from side jolting due to uneven-
ness of track or other causes. It will be noted that the white
and red-line rails, which are indicated on the drawing, refer
merely to the arrangements of signals which are used upon
the bridge ; all trains upon the north gauntlet track carry red
signals, which track is therefore termed "the red iine," in con-
the former third rail. The insulators are of standard form,
having been supplied by the R. Thomas & Sons Company, East
Liverpool, Ohio.
Another drawing shows the details of the chair construc-
tion. As may be noted, the two halves are made in duplicate,
an important saving in the original cost, and from an end
view the opening may be seen to cor-
respond in general with the outline
of the rail in its inverted position.
Considerable space is left free around
the head portion of the rail, the bear-
ing portion, which receives the
DIAGRAM TO SHOW POSITIONS OF THE FORMER RAIL AND
THE NEW INVERTED RAIL RELATIVE TO THE NEARER
RUNNING CENTER RAILS OF THE GAUNTLET TRACKS
tradistinction to the south track, which is termed "the white
line" on account of the use of white signals for protection of
trains when on that track.
The greatest difficulty encountered in the use of the third
rail in this inverted position was that of supporting it. None
of the present forms of third-rail insulators would permit of
VIEW OF ONE END OF THE INVERTED THIRD RAIL AT A
SECTION BREAK, SHOWING SPECIAL FORM OF NOSE USED
supporting a T-rail in its inverted position, and it was thus
found necessary to design a special fitting or chair in order to
thus support the rail above the insulator. As may be noted
from the photographs, a standar 1 form of white porcelain third-
rail insulator is used to support the rail, but for steadying the
rail upon this is provided a special two-piece cast-iron chair
fitting, which is so arranged as to support the rail flexibly and
fairly loose, in a position corresponding to that occupied by
DETAILS OF THE SPECIAL INSULATOR CHAIR FOR SUPPORT-
ING THE INVERTED RAIL
weight of the third rail, coming at the top of the casting, which
here fits under the base of the inverted rail. This is provided
to allow for slight inequalities of the rail between the head
and base, due to unevenness of rolling.
The chair casting is of strong design, being considerably
stiffened by a transverse web, to provide against breakage
from side strains: from the side view it may be seen that the
general contour of the casting is such as to afford maximum
strength in that direction, both side plates being of a shape to
resist the thrust of end motion. It should also be noted that
this special construction, with loose-fitting interior contour, is
such as to permit of the insulators settling with the tie as each
truck passes, without introducing any strain in the insulating
material; the rail will lift within the chair casting, or the entire
casting will be lifted off of the insulator, if necessary ; as in
this case, the chair is not fastened to the insulator, but merely
rests upon it, the opening at the bottom being designed to con-
form to the general conical shape of the porcelain insulator.
Another feature of the inverted third rail which required
special attention with this new arrangement, was that of the
nosings used at the ends of sections, next to openings for sec-
tion breaks, cross-overs, etc., which are used to guide the shoe
form its loose position up on to the rail. The standard form of
nosing adopted for this new installation is illustrated in the
accompanying photograph and detail drawing. These nosings
are made in 3-ft, lengths from the 70-lb. A. S, C, E, standard
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
rail, being forged at the end opposite the fish-plate connection
to the shape shown. The change of section begins at a point
1 1 J/2 ins. from the fish-plate end, being forged down to the in-
clined shape shown for bringing the shoe up upon the rail grad-
ually.
It is to be noted that since going into operation the inverted
arrangement of rail has given the best of satisfaction and
works perfectly. An advantage of no little importance has re-
-l-l-X-Straight-
Top
rved— ,
1
Plan
i
DETAILS OF CONSTRUCTION OF THE NOSE FOR USE AT SECTION
AND AT ENDS OF THE THIRD-RAIL CONDUCTOR
suited from the new departure in that a much greater contact
area is provided between the shoe and the rail in all positions.
With the rail in its former position the rounding shape of the
head seriously cut down the available area of contact with the
shot, but with this new arrangement the contact surface of
the rail presented to the shoe is perfectly flat, affording a maxi-
mum contact surface with shoe. This change of arrangement
of the third rail has been worked out by the electrical depart-
ment of the Brooklyn Heights Railroad Company under the
direction of C. E. Roehl and C. B. Martin, electrical engineers.
Credit for this information is due to Mr. Martin, who is re-
sponsible for the design of this important change.
ct Ry.Journal
BREAKS
IMPROVEMENTS AT THE BROADWAY REPAIR SHOPS IN
DENVER
The Denver City Tramway Company has recently given the
fire risk considerable attention, with the result that a new set of
rules and a more complete organization of employees has gone
into effect at its South Broadway repair and car shops. These
shops, which .have been described in previous issues of the
Street Railway Journal, constitute the repairing headquar-
ters of the company, and are divided into a depot and car
storage yard, woodworking shop and armature room, pit room,
machine shop, store room, boiler room, car house, tie yard and
track construction shop. The variety of work which is carried
out in a limited area introduces an additional fire hazard, and
three hose companies have been organized to combat the flames
in the event of a conflagration starting.
Each of the hose companies operates a small hose wagon
ordinarily kept in a small shed, in different portions of the
premises, and upon receiving an alarm of fire, proceed at full
speed to that part of the grounds indicated by the signals.
These signals are blown upon a steam whistle at the boiler
shop as soon as a fire is discovered, and its whereabouts com-
municated to the employees at the boiler room. In each de-
partment of the repair shop are two men whose duty it is to
give the alarm at the nearest city fire signal-box, and two men
who handle fire extinguishers. A definite schedule is laid down
for each one of the hose companies to follow upon the sound-
ing of an alarm from the different portions of the shop and
yards, and the department firemen are placed in charge of the
different companies.
An interesting feature of the premises is the setting apart of
a club room by the company for the use of a trainmen's organi-
zation called the "South Side Tramway Athletic Club." Each
of the different divisions of the company has a club of this kind.
At the Broadway quarters are provided various games, maga-
zines, technical journals, two billiard tables, a piano, gymnastic
apparatus and a fine bath, with artesian water. The dues are
25 cents a month, and there are about sixty-five members, who
make use of the club privileges during periods of layover be-
tween runs, upon evenings, etc. Theatri-
cal performances have also been given by
the men in these quarters.
Armature and field coils are built up and
formed, insulated and applied to the car
motors in the armature room. All the
machinery is driven by an old railway
motor through line shafting and belting.
A convenient device for tightening wire as
it passes from the spool to the coil forms
is made from old trolley wheels arranged
in parallel rows, around which the wire is
obliged to pass before going to the lathes.
There is just enough friction to hold the
wire tight without any danger of breaking
it. The field coils and armature coils are
manufactured entirely new by this shqp, and the latter are
taped by a special machine driven from the line shaft. The
armature shop is equipped with pneumatic hoisting apparatus,
which runs its entire length upon an overhead track.
In the woodworking shop an old Edison bipolar motor drives
a circular saw, turning lathe, buzz planer, band saw, twist drill
and grindstone. To guard against fire and dust, the motor is
located behind a wooden screen about 4 ft. square, which effec-
tually protects it from sawdust — a decided contrast to a steam
railroad shop recently described in these columns. The black-
smith shop is equipped with a power hammer driven by an elec-
tric motor through shafting, in addition to a steam hammer.
In the machine shop all the tools are driven by an Edison bi-
polar 550-volt motor. At first sight one would think economy
would be best served by sub-dividing the motive power, as there
are several lathes, drills, planers, a screw machine, boring ma-
chine, air compressor and forge blower all driven from line
shafting operated from this one motor; but when one realizes
that most of the machinery is in constant use, the wisdom of
driving it from a single power unit is more apparent. Large
hogsheads marked, "Water for Fire Purposes Only," are placed
at frequent and handy points throughout the shops, and there
is a plentiful supply of fire extinguishers. Cars are washed
on tracks set into a concrete floor. The boilers of an old power
plant furnish steam for heating purposes, the engine room
having been turned into a sub-station containing two 500-kw
rotary converters. A notable feature of the car storage yard
is the absence of overhead covering, which was not considered
necessary in the dry Colorado climate, where the sun shines
304 days per year.
Although the Denver shops are not new in appearance, they
show the marks of progressive operation in every department,
and are specially interesting because of their compactness.
■ ♦♦♦
Quite a number of railway companies sell current for light-
ing and other purposes, but many, through neglect of proper
advertising methods, fail to get all the revenue possible. The
Roanoke (Va.) Railway & Electric Company, of which John
W. Hancock is general manager, fully realizes the value of
thoroughly exploiting auxiliary sources of revenue, as is shown
by a perusal of its advertising circulars, which set forth in a
very attractive manner the superiority of electricity for light-
ing and miscellaneous work. The company also conducts a
fast freight service between Roanoke and Salem, making two
round trips a day.
July 30, 1904.]
STREET RAILWAY JOURNAL.
CHANGES IN THE BALTIMORE & OHIO LOCOMOTIVE
PICK-UP DEVICE
The sectional third-rail system installed on the B. & O. belt
line and described at length by W. D. Young in the Street
Railway Journal of March 14, 1903, has recently been slightly
changed by the installation of an improved pick-up compressor
on the cab. The readers of the previous article will remember
that the system employed is that of the Hopkinson switch, using
a high-voltage pick-up bobbin and a series hold-up bobbin.
For picking up the switch there must, therefore, be a source of
high potential on the cab, and one independent of the power
house. In fact, one of the features of the B. & O. system is the
fact that a source of high potential has been obtained in a re-
liable manner without the addition of any large quantity of
auxiliary apparatus. This is accomplished by using an electric
motor air compressor, either in its normal function as an air
compressor for the brakes or as an air motor. In this service
it takes air from the tanks and drives its motor as a dynamo,
thereby supplying the necessary pick-up current, and also the
lights for the cabs at such times when the rail section upon
which the shoes are resting is dead. This compressor, which
FIG. L.— ELECTRIC MOTOR AIR COMPRESSOR
has recently been redesigned, is of the Christensen type, and
was built by the National Electric Company. It is illustrated in
Fig. 1.
It is a geared machine, carrying a motor on the top, the com-
pressor proper being below. The latter has three cylinders, so
that there will be no dead center in starting, as an engine, and
it is equipped with poppets in the ordinary way, the engine por-
tion of the equipment- being provided for in the shape of a re-
volving valve, which is driven by spur gearing from the main
compressor shaft in the same direction and at the same speed.
This valve shaft can be moved to the right or left, and in one
position admits and exhausts air in engine time, and in the other
is out of commission. The valve shaft is provided with a spline,
which slides back and forth through an appropriate key in the
driving gear. The motion of the valve shaft is controlled by
an air cylinder, shown at the right of the figure and in Fig. 3.
Air is admitted or exhausted from this cylinder by means of a
sliding valve, D, controlled by an electro-magnet, E, also shown
at the right, and above in the photograph, Fig. 1. This magnet
is wound with two coils, a shunt and a series coil, the shunt
coil being in series with the shunt field of the magnet and a
series coil in series with the armature. When the magnet is
de-energized, the sliding valve adjusts the air ports and admits
air to C, moving the piston, P, and the valve shaft, R, so that
engine position will be assumed by the latter when the air is
supplied to the apparatus. As soon as the magnet has received
energy from both its shunt and series coil, the sliding valve
shifts so as to vent the cylinder, C, and the spring shifts the
valve shaft to compressor position.
The operation is as follows: Assume the engine to be rest-
ing on a third rail, which is disconnected from the power house
or dead; that the tanks are full of air, and that the compressor
also is at rest. Air is admitted to the compressor, and the mag-
net, E, being de-energized, the valve is at once shifted to engine
position, the machine starts as an armature and rapidly builds
its dynamo up to voltage. The circuit connecting the com-
pressor to the electric line is then closed. As the air pressure
reduces, due to the demands of the compressor upon the tank,
the pump governor closes its circuit also. This completes a
circuit of the compressor from third rail to ground, and raises
the potential of the third rail to 550 volts and immediately picks
up the sectional track switch. As soon as this occurs, current
from the third rail enters the compressor system and proceeds
to drive the machine as a motor. The magnet, with its addi-
tional excitation, now readjusts its sliding valve, and the valve
shaft now moves to compressor position, and the machine now
FIG. 2.— COMPRESSOR TANK AND PIPING
compresses air. This it continues to do until the tanks have
been pumped up to 90 lbs., or to whatever pressure the pump
governor is set. At this instant, the pneumatic governor flies
open, the sliding valve drops, and the machine becomes an en-
gine and runs as such for a brief period until the cycle of opera-
tion is repeated. If the locomotive is running, the sectional
track-switch will, of course, not drop, for it is held up by the
locomotive current in the series coil, but this will make no dif-
ference in the behavior of the compressor, whether it be on a
permanently live or on a sectional rail.
When the locomotive is drifting over sections, it is highly
important that current shall always be available to the motor-
man ; therefore, the sectional switch must be kept up, and for
this purpose the compressor current is sufficient. If for any
reason the switch should happen to drop, due to jar, it will in-
stantly pick up again, because the compressor keeps the rail at
a voltage equivalent to that of the line.
Tn order to control the compressor from the motorman's
stand, it is necessary that he have complete control of both the
air supply and the electric supply. The latter is easily pro-
vided for by means of a switch at his station. The air supply,
however, is controlled electro-pneufnatically. An automatic
air valve is placed on the tank. This air valve is shown in Fig.
2. On the right and left of this air valve are two bobbins,
152
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
which open needle valves which control a piston which oper-
ates a main valve. The needle valves are controlled by a dry
battery, operated by two buttons at the motorman's stand, one
of which will open and the other close the main valve. If the
motor is resting on a dead section, and the motorman desires
to start, he presses the starting button. This admits air to the
compressor and operates it as an engine. He then closes his
compressor circuit, and his switch presently picks up coin-
cidentally with the closing of the pump governor. He is then
free to start and stop his locomotive as he pleases, whether the
section that he is on be controlled by a sectional switch or not.
Having finished his trip and desiring to stop permanently, he
brings his locomotive to rest in the ordinary way, opens the
compressor circuit and presses the closing button on the air-
valve system. This brings the compressor to rest, having cut
off both of its sources of energy, and leaves him with air in the
tank for starting purposes again.
The value of the apparatus will be appreciated when it is
seen that it is a rugged machine of large capacity, which is
capable of picking up the switch in spite of any leak which may
FIG. 3.— ELECTRIC CONTROLLING MECHANISM OF AIR
COMPRESSOR
be upon the rail. The compressor shown in the figure will de-
liver for an instant as high as 30 amps, at 550 volts.
When a sectional rail leaks to an extent exceeding 15 amps.,
it begins to give ample notice of its condition, and is so trouble-
some in any event that it should be corrected, and,this being
the case the apparatus described is able to cope with any leak-
age conditions that may be found in practice. The only ad-
ditions to the regular locomotive equipment are the automatic
valve for controlling the compressor air and the additional
valve shaft and shifting piston installed upon the compressor
itself. The remainder of the equipment must be had in any
event in the ordinary third-rail system.
The compressor is so designed that the engine equipment in
no way interferes with the operation of the machine as a com-
pressor. It could be totally disabled and the machine would
still be compressor operative. The loss of pressure in the reser-
voir does not affect the Westinghouse air-brake system, to
which it is connected, for the reason that the latter is connected
to auxiliary tanks separated from the air entering tank by a
check valve. The first tank forms the reserve supply for the
compressor, and the pressure in the tanks to which the air-
brake system is connected is therefore not reduced by any de-
mands the compressor may make upon the air system for its
engine duty. The speed of the compressor as an engine is en-
tirely independent of its compressor performance.
By suitable adjustments controlling engine mechanism, the
compressor voltage can be raised from 400 volts to 1000 volts,
regardless of whatever the line voltage may be. It is therefore
able to pick up switches that may have bad contacts in the
shunt circuits of sufficient resistance so that the line voltage
would not be able to operate them. The apparatus has given
very satisfactory results in its recent performance and bids
fair to give commercial satisfaction in the future.
THE FINZI SYSTEM TO BE TESTED ON THE VALTELLINA
RAILWAY
In the issue of Dec. 12, 1903, a description was published of
a test made with the Finzi single-phase system on the street
railway lines of Milan, Italy. It is now announced that the
Societa Italiana per le Strade Ferrate Meridionali will soon
make extended comparative tests between the three-phase sys-
tem now employed on its Valtellina road and the Finzi single-
phase system.
The Valtellina Railway, as most of the readers of this paper
know, is a standard gage line, operated distinctly under steam
railway conditions, "and connecting Como with Lecco, Colico,
Sondrio and Chiavenna, in the northern part of Italy. For the
last year this road has been operated as a three-phase alter-
nating-current road. Its power station is situated in the Alps,
and generates 20,000 volts at 15 cycles per second. Twelve
transformer sub-stations distributed along the line reduce this
tension to 3000 volts, which is directly fed to the overhead
contact line. The rolling stock consists of passenger motor
cars and freight locomotives, both of the double-truck type, and
both equipped with one three-phase induction motor on each of
the four driving axles. The passenger motor cars usually haul
one or more trailers, and the locomotives are coupled to the
ordinary freight trains in the manner customary on steam
roads.
The administration of this road, naturally greatly interested
in all electrical progress, has for some time been anxious to
compare the merits of the three-phase and the single-phase
system, and it has now decided on a series of impartial tests
which will undoubtedly furnish a great amount of very val-
uable information in this respect. After careful consideration
of the merits of the various single-phase systems now on the
market, a Finzi single-phase equipment was ordered to be in-
stalled in one of the standard Valtellina motor cars, the equip-
ment to consist of four single-phase alternating-current mo-
tors, each rated for a normal output of 100 hp at 200 volts to
400 volts, together with the necessary controlling apparatus.
The car is to be controlled electrically from either end, but no
rheostats will be used, thus making the regulation very efficient.
The current will be taken direct from the 3000-volt overhead
contact line by means of the standard type of Valtellina roller
trolley. Each of the four motors will drive one of the four
axles of the double truck car by means of an intermediate gear.
This car, as well as the three-phase cars now in use, will be
called upon to haul a 100-ton train from Lecco to Sondrio at
a speed up to 45 miles per hour.
This paper hopes soon to be able to give further details re-
garding these tests, which will undoubtedly be watched with
great interest by all interested in electric traction matters. The
Finzi system is represented in this country by Muralt & Com-
pany, of 25 Pine Street, New York.
The next annual meeting of the Colorado Electric Light,
Power & Railway Association will be held at Colorado Springs,
Sept. 21, 22 and 23, 1904. This is a recent organization, and
a large attendance is expected.
July 30, 1904. J
STREET RAILWAY JOURNAL.
15.3
ANALYSIS OF TRAFFIC AND METHODS OF DEVELOPMENT
BY HENRY W. BROOKS, JR.
In the effort to increase the net earning capacities of street
railway properties, it has been the writer's experience to find
that managements have generally devoted relatively far more
attention to questions of economic operation than to methods
of stimulating traffic. This may be due to a too widely accepted
conception that there is a certain defined volume of traffic,
little more, little less, waiting to be handled, and that energy
devoted to handling that traffic cheaply is more productive
of results than if devoted to efforts to get more. In some in-
stances, we may lay it to want of faith in ability to control
traffic ; again, to lack of keen perception of highest traffic
possibilities. The road, once having been built upon a location
selected by the original constructor as affording the best route
(at that time), the tendency is to simply accept what traffic
comes, without a systematic and vigorous policy of working
up more patronage.
The traffic is the raison d'etre of the road. It is vital ; it
is ever before us ; it presents great possibilities. The study of
passenger movement is very broad, but space permits of but a
brief analysis and a few general suggestions as to methods
of development.
In looking back over the last few years, electric railway
owners and managers have reason to feel well satisfied with
the traffic statistics presented. It is reasonable to suppose,
in as many years hence, having a better knowledge of the
laws of traffic, equally good increases will be shown.
The traffic problem is not an easy one to tackle. We cannot
definitely tabulate, mentally or by records, the actual re-
sults of any policy we instituted. The different threads making
up the total traffic are so numerous and so closely interwoven,
it is hard to distinguish them. In making any special analysis
of traffic fluctuations, one must be extremely careful at all
times to follow correct reasoning and deduction, it being easy
to go astray for this reason. For instance, we note an in-
creased traffic in connection with an increased car service, and
possibly we give to it all the credit, without taking into
consideration such other causes as increased directions of
industrial activity calling for more hands at the mills served.
But if it presents many difficulties, it is prolific of good re-
sults, if an accurate analysis of individual conditions is made
and the proper stimulating methods applied.
The fundamental basis for any traffic study, whether pro-
posed for a new line or improvement of an old road, is a
careful consideration of total population and that part which
is to be served, its tendency to increase or decrease in num-
bers, to shift its locality, becoming more dense or more
spread out, its social, commercial and industrial characteristics
and to what extent it can be dominated by transportation
facilities.
The total traffic of a road rests, first, upon the aggregate
population served, which in turn is modified by its charac-
teristics or habits ; second, the natural location ; third, the
type of construction and equipment of the line, and fourth,
the operating methods.
While total population has a decided effect on volume of
travel, yet the equal population of two cities may produce
widely different amounts of passenger traffic. This difference
may be due to differences in location of social and industrial
conditions. As total populations increase from year to year,
it is found the number of rides per inhabitant increases and
in a somewhat faster ratio. This, of course, may be limited
by the distribution of the population. In many healthily grow-
ing cities, it may be noted the ratio is 2 per cent or 3 per cent
increase in passengers carried to 1 per cent in population.
The business, industrial and social habits of the people, to-
gether with the location of different points or centres; in other
words, the grouping of the business, industrial, residence,
suburban, shopping and amusement localities, are very im-
portant forces. The local prosperity, wage scale and stability
of employment all bear on the traffic obtainable.
The effect of tributary cities, suburbs and towns in feeding
traffic to a terminal system in a central city is very apparent.
Terminal lines, those located in and about large cities, are
materially benefited by the construction of outlying or in-
terurban lines, the latter serving as feeders. Two of the large
electric railway syndicates hold opposing views on this point;
one constructs its own feeders or extensions ; the other,
doubtful of the return to the investor, encourages rather than
prevents the construction of such lines by independent parties,
then effects very satisfactory terminal agreements. By this
policy the latter secure a very remunerative additional traffic
without the risks of capital investment or direct obligation.
The railway facilities existing have a considerable effect
on the number of passengers.
In laying plans for a vigorous policy of stimulating traffic,
we may ask ourselves, why? where? when? how do people
travel? and what will induce them to take our cars? From
what sources do our passenger earnings come ?
The motives which induce travel are necessity and pleasure.
The necessity of making the trip, the saving of time, physical
exertion and discomfort, also protection from the weather.
The different classes of travelers are generally divided into
the following groups, and an analysis of the traffic of individual
companies along these lines may show in which groups the
company is losing its full traffic possibilities and what methods
to apply to secure it.
First, "regular," being that traffic which arises from the
necessities of people, such as between homes, offices, factories,
stores and schools. This affords a final volume, daily between
certain hours of morning, noon and evening, all the year around
between certain points.
Second, "floating," or that occasional or irregular travel such
as visitors to the city, children, those overtaken by storms
and other inclement weather, and that arising from social life,
such as visiting, marketing and shopping. This class of travel
is not large, with the exception of the shopping which in some
localities is quite dense at certain hours, as seen, for instance,
between 4 and 6 o'clock at the Manhattan Elevated stations
in the shopping districts, or on the Madison Avenue line,
formerly known as the "Shoppers' Line."
Third, "rush" travel, which includes theater, base ball, rac-
ing, public celebration, circus day and other extraordinary
crowds.
Fourth, those who travel on Sundays, holidays and other
pleasant days just for the pleasure of the car ride.
Fifth, "special" travel by chartered cars. Leaving aside
for the moment the general methods of "traffic building,"
what methods shall we apply specially to the different classes
to secure their traffic?
The first group or "regular" travel can largely be depended
upon without special catering, other than to give a quick, reli-
able and frequent service with due consideration to comfort.
All these points, however, are vital, as business and working
people must lie punctual to their work, count cn a certain time
for making the trip, are annoyed and injured by delays, or
having just missed a car, if there is not one following shortly.
Then, too, a working man would prefer to live in the slums
near his work, rather than get up early in the morning and
have a long, slow ride home at night in an uncomfortable car,
when tired with his day's labor.
Clean, neat, attractive cars and courteous conductors and
motormen, appeal specially to the shoppers and callers of the
second class.
The manager who is always alert to the opportunities
'54
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
afforded by all local events, always on hand at the right time
with adequate service for large crowds, will catch considerable
revenue from the third class, that might have been lost or
sought other channels.
The pleasing appearance of cars, swiftness of motion and
agreeeable locality draw pleasure travel, which is not so par-
ticular as to schedules.
By coming in contact with and catering to Sunday-schools,
lodges, clubs and other bodies, quite a good business by special
cars many be done. The writer has in mind r. small road that
only ran six special cars during all of last season. By the
above policy, they have diverted or originated traffic for thirty-
two special cars so far this month.
Some of the methods by which general traffic is secured
and kept might be briefly mentioned. If we stop to consider
the many salesmen of a merchant seeking patronage or the
vast army of officials, general, local and traveling freight and
passenger agents and solicitors employed by steam roads to
scour the country for traffic, it certainly is worth while for the
more favored electric roads to reach out for more business.
The route has in many instances a very direct bearing on
the volume of business, but as we are dealing with established
properties, we can only suggest judicious extensions and rout-
ing cars along natural lines of travel. The accessibility of the
line, avoiding the time and effort of walking at either end, has
a direct influence upon the choice of routes or making the trip
at all, and it may be judicious to extend feeders into territory
where travel arises. While it is the originating point, gener-
ally speaking, that gets the business, yet it is often the point
of destination which causes the traffic, and these points should
also be reached, if they are not already.
The type of construction and car equipment must be such as
will make the trip easy, quick, safe, comfortable and agreeable.
The use of open or closed cars in respective seasons and special
types, such as combination cars, influences travel. Large, con-
spicuous and commodious terminals have very effectively aided
recreation travel.
In facing the car service question, the manager has to draw
the line between affording his patrons a frequent service and
keeping down his car mileage. Unfortunately, but little prac-
tical information has been obtained from experience as to
the direct relation between frequent service and volume of
traffic. But we do know generally, that up to certain bounds,
increased service results in increased traffic. A small inter-
urban road in Massachusetts is continuing its winter schedule
of hourly service, with the result of a considerably lighter traf-
fic than last summer, when half hourly service was given. It
is also very evident that the bulk of short haul traffic can only
be secured by a frequent and punctual service. All roads can-
not afford to give a frequent service, but they can be punctual,
which is often fully as stimulating to traffic. As a rule sched-
ules usually follow, rather than precede, traffic increases. In-
creased facilities are not offered to invite new travel, but come
only when demanded by overcrowding. Frequently the car
service can be readjusted to good advantage by a more equit-
able appointment of cars over the various system lines, thus
caring for the heavier business without additional equipment
or operating expense.
Another source of increased traffic is found in running
through cars over connecting roads, especially in establishing
new long distance routes. When several electric lines form
a route in competition with a steam road, it is quite essential to
offer equivalent facilities in the way of taking passengers from
originating point to destination without change of cars or loss
of time. Where impossible, the next best thing is an adjust-
ment of schedules by adjoining lines, to make connections.
Interchangeable mileage books are talked of in connection with
this traffic, but it is a question whether they would promote
enough new traffic to pay for their added bother.
The effect of consolidating connecting properties is very
apparent in the increases of this through traffic.
The speed or time required to make the round trip is an
essential point in inducing traffic. Important as it is, speed
with a view to securing traffic should never be sought at the
expense of safety. The proceeds of such increased traffic is
far less than the cost of the inevitable accident. Very high
speed is not always required ; frequently a reasonably rapid
service is quite as satisfactory. This should be based on local
requirements. We must, however, successfully compete with
the time made by other methods of travel, such as steam roads,
boat lines and other electric railways.
Get and keep a good reputation for safety. Many people
will avoid a recklessly operated road by taking another route.
One of the prime causes of electric traffic, especially on in-
terurban lines, is cheapness of transportation. The low cost
from starting point to destination and return, influences people
to make the trip and select their route in preference to a rail-
road or boat. As fares are reduced traffic will increase, al-
though not in the same proportion. There is a limit beyond
which further reductions fail to draw sufficient traffic to war-
rant the concession. Reductions for school and workmen's
tickets are effective, but the greatest possibilities lie in con-
cessions to amusement travel, which promptly responds.
It is advised to be extremely conservative in irrevocably re-
ducing fares, especially marked reductions or wholesale slash-
ing of rates in anticipation of enormous traffic increases. A
company can only afford to make a less rate when either a
very large volume can be obtained thereby or where it entails
but little additional cost of handling.
A judicious and systematic policy of advertising produces
good results, and desired patrons may be reached withou+ heavy
outlay. Briefly, the most successful advertising has been along
the line of attractive cars, inexpensive car signs, striking fliers,
or illustrated booklets respecting amusement parks and other
places of interest, the self-paying, specially illuminated trolley
car for excursionists, very suggestive of the pleasures of riding,
time tables (especially for new lines) distributed at hotels,
stations, etc.; reading notices in the daily papers as to the at-
tractiveness of points along the line, and last, but not least,
through the men. Handle them so that every well-bred, cour-
teous, well-dressed conductor and motorman will be an active
traveling passenger agent and promoter of publicity, by always
taking a personal interest in handling traffic, by his pride in
the company's line, cars and service, and by his words of sup-
port. They are the men who come directly in contact with
the traveling public and can reach business.
So much has been written and said about amusement parks
as a source of increased traffic, that the writer will simply refer
to the financial operations of two properties with which he is
familiar.
The first road is located in and about a city of some 35,000
population, and connects with two other lines. About two
miles from the city, near the main line, a tract of some forty
acres was secured and an amusement park established at a
cost of $38,400. A three-quarter mile spur from the main line
was built at a cost of $7,755.60 for roadway, track and line,
and $975 for a terminal shed.
The aim was to build cheaply and spend money from season
to season, as conditions warranted.
The amusements installed consist of an open-air theater,
with capacity for 1500; different performances nightly by a
light opera stock company; ball ground; framing track; casino
and dancing pavilion; cafe, naphtha launch, row boats, bath-
ing houses, swings, donkeys, merry-go-rounds, and a monkey
cage. The grove has a capacity of 8000 or more picknickers.
The largest attendance so far was about 7400, on a holiday ;
the average, 2800; the total for last season, 350,000 (partly
estimated) .
July 30, 1904.]
STREET RAILWAY JOURNAL
155
The financial results for the second full season were as
follows :
Railway: Av. per
Day. Season.
Gross receipts (partly estimated) $280.00 $35,000.00
Net receipts (upon basis average net re-
ceipts per passenger carried, whole line
line, 1.75 cents 49.00 6,125.00
Fixed charges (on additional track and
equipment) 14.27 1,783 84
Net income, the result of establishing
park 3473 434- 16
Park:
Gross receipts from theater, other amuse-
ments and refreshments, and cost of
refreshments $793-50 $99,187.50
Direct expenses of amusements.. .$556.50
General expenses 48.20
Advertising 20.05
Repairs and renewals 12.47
Management 23.44
Interest, taxes, etc 21.50 682.16 85,270.00
Net income from park $111.34 $r3.9T7-50
The average amount spent in the park per person was quite
high — about 28 cents.
The company believed the manager had enough to do to
concentrate his attention on the railway proper, without going
into the "show business," and therefore an arrangement was
made with an ex-owner of a pleasure resort to run this place
for a proportion of the net profits. From the above figures,
this seems to have worked well. The above figures make an
excellent showing, but it must be remembered that practically
nothing has been deducted for the very large depreciation in
such park equipment, nor was the park department charged
with the cost of lighting during that year.
The other company to whurh I refer has a smaller, higher-
priced park property, built on a more expensive scale, but
drawing far less traffic. The total cost of line and park stands
them $48,247.65, and about $30,000 of car equipment is de-
voted to that service on an average. A cheaper and less at-
tractive class of vaudeville performances and band concerts are
given. The largest attendance was about 6000 ; the average
for 132 days nco, and 145,200 for the season (closely esti-
mated). Assuming the average net receipts per passenger to
have been the same as for all the line, or 1.43 cents, the rail-
way net receipts were for the season $2,076.36, less fixed
charges of $1,954.02, or $122.34 net income.
The gross receipts of the park were $29,767.60 ; the cost of
amusements, general expenses, including lighting, advertising
and salaries, was $28,512.72, showing net earnings of $1,254.88.
Although not separated on the books, the taxes, interest, etc.,
on the park property were $2,632, thus leaving a deficit of
$1,377.12, exclusive of any allowance for depreciation.
The coming summer season it is proposed to advertise more
freely and "popularize" the place. It is planned to secure some
skating and dancing parties and crowds in the winter.
It has been possible in limited space to only outline some
of the methods by which traffic may be built up. Doubtless
many others will suggest themselves to the reader's mind. With
careful watching of traffic fluctuations, general or on certain
lines, or in certain classes of traffic, the why and wherefore
can be ascertained and proper measures taken.
A locaJ man and manager of a property, being more familiar
with all surrounding conditions, naturally should be the best
one to analyze the traffic problem and plan a policy for securing
increases. As often happens in the industrial world, it is some-
times wise to call in a brother manager or some outside traffic
expert of clear insight, keen observation and wide comparative
knowledge of traffic under various conditions.
The traffic end affords splendid opportunities for building
up the earning capacities of properties.
NEW CARS FOR THE CITY OF MEXICO
The Mexico Electric Tramways, Limited, has lately added to
its equipment twenty-four new cars, built by the American Car
Company, of St. Louis. Twelve of the cars measure 25 ft.
4 ins. over the end panels and 34 ft. 9 ins. over the crown
pieces, and twelve are 30 ft. 8 ins. over end panels and 40 ft.
1 in. over crown pieces. Of the latter number, four are for
second-class passengers, the difference being that longitudinal
seats, composed of wooden slats, are provided instead of the
FIRST-CLASS CAR FOR MEXICO CITY
transversely placed cane upholstered seats of the first-class
cars; the roofs are without ceilings, and the lights of the win-
dow sashes are divided into four parts. The shorter cars are
vestibuled at both ends, and have entrances at both sides, while
the rest are used on lines with loops at the terminals, and
INTERIOR OF SECOND-CLASS CAR
therefore are vestibuled at one end only, with entrance at one
side.
The climate of the City of Mexico is exceedingly severe on
cars. The intense sun and extremely dry atmosphere produce
a shrinkage of the most carefully seasoned wood, rendering the
SECOND-CLASS CAR FOR MEXICO CITY
use of large, unprotected, thin sections very unsatisfactory.
To overcome this, the cars are built with straight sides, faced
with steel. Steel ceilings are used instead of veneer, as
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 5.
the laminated sections of the veneer become detached in that
climate. The steel plates of the ceilings are so arranged that
rattling is prevented. They are painted and decorated, and
have the same appearance as painted veneer.
Except the difference in length mentioned, the dimensions
of the cars and sizes of materials are the same. They are as
follows: Width over belt rails, 8 ft. 2 ins.; over centers of
posts, 2 ft. 8 ins. ; height of the steps, 17% ins. ; height of the
risers, 14 ins. The side sills are 4^4 ins. x 7J4 ins., and the
end sills, 5^4 ins. x 6% ins. The sill plates are 8 ins. x ^ in. ;
center cross joists, 4^ ins. x 5^2 ins.; thickness of corner
posts, 5^4 ins., and side posts, 2^4 ins. The furnishings include
Brill sand boxes, angle iron bumpers, "Dedenda" platform
gongs, ratchet brake handles and folding gates.
The illustration of the first-class car shows it mounted on a
temporary pair of trucks. All the cars are mounted on Brill
27-G trucks, with 4-ft. wheel base and 33-in. wheels.
♦♦♦
INVERSE TIME-LIMIT RELAY
The inverse time-limit relay is a recent addition to the line
of electrical appliances and marks a distinct advance in the
protection of line apparatus from the effect of overloads. As
its name suggests, the time element is in inverse proportion to
the amount of current required to operate it. In other words,
mm
INVERSE TIME LIMIT RELAY IN CASE
the greater the need for its action the quicker it responds, and
this feature marks the difference between the inverse time-
limit relay and the time-limit relays which preceded it, and are
more widely known.
The ordinary time limit relay, as generally employed in con-
nection with the tripping coil of a circuit breaker, insures the
line current from interruption until an overload shall have been
sustained for a predetermined period which is long enough to
threaten t' e safety of the apparatus. A movable contact then
meets a stationary contact in the relay, and the tripping circuit
in the breaker is closed, causing it to rupture the line current.
The action of the inverse time-limit relay is similar, except
that the speed with which the movable contact travels is regu-
lated by the amount of the overload, and it thus differentiates
between a short circuit which requires an immediate action of
the circuit breaker and a slight overload which will cause no
damage unless sustained until the thermal effect is dangerous.
Both types prevent unnecessary interruption of the service
from slight momentary overloads by preventing the instan-
taneous operation of a circuit breaker, but in the simple time-
limit- relay the time element is fixed, while in the inverse time-
limit relay it is automatically adjusted to any excess of the nor-
mal current from a light overload to a short circuit. The value
of this feature is apparent.
The accompanying illustration shows a new inverse time-limit
relay announced by the Westinghouse Electric & Manufactur-
ing Company. It is made in types for both single and poly-
phase circuits, the single-phase relay containing one electro-
magnet, with its regulating mechanism and the polyphase type
consisting essentially of two single-phase mechanisms in a case,
and properly connected. The electro-magnet consists of two
coils connected in series with a series transformer and having
a U-shaped laminated iron core from which the moving con-
tact is suspended. When an overload occurs the core is drawn
into the coils, raising the moving contact until connection is
made with the stationary contact and the tripping circuit is
closed.
The variable time element is supplied by an air check which
is connected with the magnet core by a vertical rod. As the
core and moving contact rise the air in the checking chamber
is compressed and acts in the same manner as a dash pot in
retarding the closure of the circuit. An intake valve allows
the checking chamber to fill quickly when the overload is re-
moved and the relay is thus automatically reset. The outlet
valve furnishes the. inverse time-limit feature, as the ball which
closes the valve is held lightly under the compression of a
coiled spring, the amount of the pressure upon the valve from
within regulating the size of the opening. When a slight over-
load occurs the pressure upon the check is light and the air
escapes slowly through a small opening. In the event of a
short circuit the magnet core would be drawn rapidly upward,
the air being expelled quickly from the valve which the pres-
sure would force wide open, and the tripping circuit would be
closed. The effect upon the time limit varies with the amount
of overload, the length of time being in inverse proportion to
the excess of current. Should the overload cease before the
contacts touch, the magnet core drops to its original position
and the relay is reset. The simplicity of this arrangement in-
sures its perfect action under all conditions, and permits a
sturdiness of construction not always found in conjunction
with so sensitive and delicate an operation.
Adjustments are provided covering a wide range in time
and current. The stationary contacts can be raised or lowered,
thus varying the distance traversed by the moving contacts.
Both the intake and the outlet valve of the air check are ad-
justable, thus controlling the speed with which it is emptied
and filled. The leverage of the counterpoises attached to the
check is also subject to adjustment, and by means of weights
placed upon the scale pan beneath the magnet the weight of the
moving element is increased.
AN IMPROVED TRACK SANDER
An improved track sander for electric cars has been invented
recently by Henry Fresh, and is now manufactured by the
Emergency Car Brake Company, of Cumberland, Md. The
accompanying illustration shows a St. Louis M. C. B. truck,
partially equipped with the sander designed for double-truck
cars. This sander consists of a water-proof hopper built on
the truck, with an agitator to loosen the sand, a double-port
valve to insure the flow of sand, and a shoe to deposit the sand
on the rail.
The hopper is made of a single steel casting. The top
or dome and the bottom bowl are fitted with a lap flange union,
machined and fitted with rubber gaskets bolted firmly together.
The opening in the dome for filling is fitted with a cap in the
same manner, locking itself over the rim on the collar by giv-
ing the cap one-half turn with a wrench, making the hopper
water-tight. The hopper is porcelain lined throughout, which
gives the interior a dry and smooth surface and prevents the
sand from getting damp.
JULY 30, I904.]
STREET RAILWAY JOURNAL.
LS7
The valves are provided with two sanding ports, so that in
case one of the ports becomes choked the other will produce
sufficient sand to sand the rail. The lower disc is stationed in
the lower portion of the hopper, and the upper is rigidly at-
tached to the agitator bar connecting to the operating bar.
The discs operate one over the other. When the sand is needed
the ports are brought over each other by the upper disc making
one-half revolution, and when closed are turned back, making
a tight valve.
The agitator, which connects the valve to the operating bar,
is provided with six teeth or cutters, which, in turning the
valve, cut loose through the hopper the sand which becomes
compact from the vibration of the truck. The sand cannot
be applied without being loosened by the agitator. The gear
wheels are in the little dome, where they are kept free from
the sand and enclosed from the snow and mud from the wheels.
The shaft from the gear wheels is connected to the operating
bar by a sleeve coupling.
The shoe is said to distribute the sand on the rail very eco-
nomically, while at the same time it is a positive sander, put-
ting the sand where it is needed, whether on a curve or straight
track. The shoe is made of a steel casting, receiving a 2-in.
hose, which conveys the sand from the hopper into the. shoe.
The shoe has a 6-in. base on the rail, with an opening in the
bottom 2 ins. wide from front to tip, forming a channel to dis-
tribute the sand without rolling off the sides of the rail. The
shoe is provided with an inside flange to guide through curves,
TRUCK EQUIPPED WITH TRACK SANDER, ALSO SHOWING
SANDING SHOE EMPLOYED
and projections to attach the adjusting and hanger bars, the
latter connecting the shoes to the operating bar with lugs and
jaws, the shoes being raised and lowered as the sand is applied
and closed.
The operation of the sander is simple, as the parts arc
operated from one lever at one time. The operating bar is con-
nected to the lever by draw-bars running back to the king bolt
and then to the operating lever. The lever can be operated
freely without catching, and when put back holds itself se-
curely. The hopper can be attached to the different styles of
trucks by making the attachments and bracing to suit.
The opening for filling is on the inside of the hopper, near
the center of the truck, 16 ins. from the wheels, protecting it
from the mud, snow and water from the wheels. All the valves
and operating parts are enclosed, making it a sure and positive
sander in the worst weather. Every part or opening is made
tight with gaskets or bushings, so that it is practically impossi-
ble for the sand to get damp in the hopper.
SEMI-CONVERTIBLE COMBINATION CABS FOR YORK, PA.
The J. (i. Brill Company has lately finished four combina-
tion passenger and baggage cars, like the one illustrated, for
the York Street Railway Company. The railway is one of a
number owned by the* York County Traction Company, aggre-
gating a trackage of 33 miles, and connecting the important
towns in the vicinity of York. Thirty-five miles of lines are
about to be added to the system, which, with the existing roads,
will practically cover the county.
The new cars are of the builders' semi-convertible type, as
ONE OF THE SEMI-CONVERTIBLE COM BIN ATI ON CARS
IN YORK, PA.
will be seen in the illustration. The large windows and low
window sills always indicate this design. The interiors are
handsomely finished in cherry of natural color, with decorated
birch veneer ceilings. Thirty-six-in. transversely placed seats
leave the aisles 22 ins. wide, although the cars are but 8 ft.
2 ins. over the posts at belt. This is on account of having the
window pockets in the side roofs instead of in the walls, there-
by allowing the seat ends to be brought within the posts and
against the side lining. The length of the cars over the bodies
is 30 ft. 8 ins., and over the vestibules, 40 ft. 1 in. ; width over
the sills, 7 ft. 10**2 ins., and over the belt rails, 8 ft. 2 ins. The
length of the baggage compartment is 12 ft. 8 ins. This com-
partment is furnished with folding seats for the use of smokers,
and has a 4-ft. sliding door on either side. The side sills are
of long leaf yellow pine, 444 ins. x 7-V4 ins., plated on the inside
with 6-in. x J/j-'n. steel. The end sills are 5*4 ins. x 6j/g ins.
The distance from center to center of posts is 2 ft. 8 ins. ; sweep
of posts, 1^4 ins.; thickness of corner posts, 3^ ins., and of
side posts, 3^4 ins. The angle-iron bumpers, platform gongs,
channel-iron draw bars, brake handles and other specialties are
of the builders' manufacture. The trucks are Brill 27-G-1,
with 4-ft. wheel base, 33-in. wheels and 4-in. axles.
INCREASE IN ST. LOUIS PASSENGER TRAFFIC
Nearly 15,000,000 more passengers were carried by the St.
Louis Transit Company during the three months which ended
June 30, 1904, than during the first quarter of the year. The
figures also exceed by 12,000,000 the second quarter of 1903.
The quarterly report of the company, filed a few days ago,
shows that during the months of April, May and fune, there
were made 1,551,168 trips, upon which were carried 50,027,717
passengers. During the same period of 1903 there were 1.367,-
454 trips made and 38,421,172 passengers carried. Last year
a law was passed requiring daily instead of quarterly reports
from street railway companies, and providing that the com-
panies pay car licenses at the rate of one mill for each passen-
ger carried. Upon this basis the company would have to pay
the city $50,027 for the quarter just ended. The companies are
fighting the law in court and have obtained a temporary order
restraining the city from enforcing it. The case will be heard
next fall.
158
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
LEGAL DEPARTMENT*
ABUSIVE LANGUAGE OF EMPLOYEE TO PASSENGER
The law is very well settled that a common carrier is liable
for an actual assault and battery committed by a conductor or
other employee upon a passenger. In one of the most recent
cases involving the subject, which recognized the right of a
conductor to strike a passenger in self-defense, it is neverthe-
less expressly laid down that abusive language or approbrious
epithets applied by the passenger to the conductor are insuf-
ficient to justify an assault by the latter. (Birmingham Rail-
way, Light & Power Company vs. Mullen [Ala.] 35 So. 702.)
A recent case in the Court of Appeals of New York has at-
tracted much attention, in which it was held that a street car
company might be held liable in damages for the use by a con-
ductor of abusive language without any assault or physical
contact. (Gillespie vs. Brooklyn Heights Railroad Company,
178 N. Y. 347.) The conductor refused to return to the plain-
tiff, a passenger, her change for car fare, and, on being re-
quested to do so, he called the plaintiff a "dead beat" and "a
swindler," and applied other abusive epithets to her in the pres-
ence of other passengers.
This case has been the subject of very grave divergence of
judicial opinion. The trial court allowed a judgment for the
return of the change, to which the plaintiff was indisputably
entitled, but held that "other damages, if any, were not the
proximate result of the act of the conductor." The Appellate
division affirmed this action of the trial court, dismissing the
claim for damages for abusive language without opinion. The
Court of Appeals, by a bare majority vote, reversed the lower
courts and holds that the liability in question may exist. The
reasoning in the Court of Appeals was not entirely satisfactory.
The dissenting judges, for example, say that "it is extending
unduly the doctrine of a common-carrier's liability, in making
it answerable in damages for slanderous words spoken by one
of its agents." But the majority did not hold the master liable,
as for an act of deformation. In the opinion of the Court, it
was expressly stated that the plaintiff was not entitled to re-
cover for any injury to her character resulting from the in-
sulting language, and, as the present writer understands the
discussion, although the presence of other persons aggravated
the injury, the liability would have existed if the abusive lan-
guage had been used by the conductor when no third person
was within hearing.
It is not improbable that the hesitation on the part of many
of the judges to recognize the cause of action grew out of the
sentiment against permitting the recovery of damages for
mental suffering only. It has been held in New York that no
recovery can be had for injuries resulting from fright caused
by the negligence of another, where there is no immediate
physical injury (Mitchell vs. Rochester Railway, 151 N. Y.
107). This is in accordance with the present weight of au-
thority in the United States. The real reason for such decision
is expressed in the following language from the opinion in the
Mitchell case:
"If the right of recovery in this class of cases should be once
established, it would naturally result in a flood of litigation in
cases where the injury complained of may be easily feigned without
detection, and where the damages must rest upon mere conjecture
or speculation. The difficulty which often exists in cases of alleged
physical injury, in determining whether they exist, and if so,
whether they were caused by the negligent act of the defendant,
would not only be greatly increased, but a wide field would be
opened for fictitious or speculative claims. To establish such a
doctrine would be contrary to principles of public policy."
The Court of Appeals in the Gillespie case seems to have
drawn a somewhat arbitrary exception to the rule that dam-
ages may not be allowed for mental suffering only, and while
the decision is theoretically vulnerable in certain respects, many
considerations of expectancy are urged in its favor by leading
text writers. The decision, indeed, would seem to constitute
an expression of a practical policy to be followed in a certain
* Conducted by Wilbur Larremore, of the New York Bar, 32 Nassau Street.
New York, to whom all correspondence concerning this department should be
addressed.
class of cases rather than the disposal of a particular case ac-
cording to general principles and the ordinary analogies of the
law. The Court of Appeals expressly withholds the right to
recover exemplary damages, although it is true that the idea
of compensation by money for injured feelings is anomalous
and the gist of the recovery is essentially punitive.
In spite of its theoretical inconsistence, this decision now
embodies the law of New York, and there is considerable au-
thority in other States tending in favor of the same position.
The withholding of the right to exemplary damages will pre-
vent the grievous oppression of common carriers through in-
ordinate verdicts, but the right to recover whatever a jury shall,
within reasonable limits, pronounce to be compensation for
abusive and insulting language is a principle that must be reck-
oned with in practice.
LIABILITY FOR NEGLIGENCE.
ILLINOIS. — Carriers — Street Railroads — Passenge-s — Injuries —
Complaint — Allegations of Negligence — Proof — Res Ipsa Lo-
quitur— Evidence — Witnesses — Cross-Examination — Trial —
Order of Proof — Discretion — Instructions — Appeal — Objec-
tions— Exceptions — Supreme Court- — Jurisdiction — Questions
Reviewable.
1. Where plaintiff was injured by the fall of a trolley pole
while he was passing from one street car to another at a junction
point, and his evidence that he had a transfer, and that of his
son that a transfer was taken from his pocket when he was brought
home after the injury, was not contradicted, the fact that the
transfer itself was not offered in evidence did not render the proof
as to plaintiff's status as a passenger insufficient.
2. Where a passenger on a street car was injured by the fall
of a trolley pole as he was alighting at a junction point, proof
that plaintiff was a passenger, of the fact of the accident, and the
resulting injury, established a prima facie case of negligence, with-
out proof as to what caused the pole to fall.
3. Where, in an action for injuries to a passenger on a street
car by the fall of a trolley pole as he was alighting, at least three
of the six counts of the declaration charged general negligence,
the fact that other counts of the declaration charged specific neg-
ligence with reference to the fall of the pole, which was not proved
was not material.
4. Where plaintiff was injured by the fall of a trolley pole from
a street car running on a certain avenue in a city, and plaintiff's
son testified that cars running on such avenue bore the inscrip-
tion, "The Chicago City Railway," which was defendant's cor-
porate name, and defendant introduced medical witnesses who
testified that on the same day plaintiff was injured they were di-
rected by defendant to make an examination of plaintiff, and were
paid by defendant for so doing, such evidence was insufficient to
show that defendant owned and operated the cars on such avenue.
5. An objection that plaintiff could not recover, by reason of a
variance between the declaration and the evidence, should be
denied where the objection failed to point out wherein there was
a variance, so that it might be obviated by proper amendment.
6. Where physicians were introduced as witnesses for defendant
in a suit for injuries, it was proper to permit them to be asked on
cross-examination by whom they had been sent to examine plain-
tiff, and by whom they were paid, for the purpose of affecting their
credibility and the weight of their evidence.
7. Where, in an action for injuries to a passenger on a street
car, plaintiff asked leave to recall his son for the purpose of show-
ing the inscription on the cars on the line on which he was in-
jured, after plaintiff had closed his case, the granting of such per-
mission was not an abuse of discretion.
8. Where, in an action for injuries to a passenger, the court
permitted plaintiff, after he had rested, to introduce evidence of
the inscription on the cars of the line on which he was injured,
and, after the witness had retired and plaintiff had rested, de-
fendant's attorney stated that he desired to offer evidence "on the
question of the inspection of the cars," etc., whereupon the judge
stated that he would receive no evidence, except as to the owner-
ship of the line, at that stage of the case, and defendant thereupon
did not put any witness on the stand, or make any offer of proof,
it could not claim on appeal that the court erred by its mere state-
ment in refusing to receive the evidence.
9. Where, in an action for injuries to a passenger, plaintiff
alleged that he was a carpenter and contractor, evidence as to his
general earning capacity prior to the accident was admissible.
10. In the absence of objections and exceptions taken at the
time to alleged improper remarks of the trial judge, error cannot
be predicated thereon.
11. In an action for injuries, an instruction that, if plaintiff had
July 30, 1904.]
STREET RAILWAY JOURNAL.
159
proved his cause of action as alleged in his declaration, he was
entitled to a verdict, was not unobjectionable.
12. Where, in an action for injuries to a passenger, plaintiff's
evidence as to defendant's ownership and operation of the rail-
road on which plaintiff was injured was sufficient to establish a
prima facie case, and was not contradicted, it was not error for the
court to assume such fact in its instructions to the jury.
13. In an action for injuries to a passenger by being struck by
a trolley pole, an instruction that the burden was on the carrier
to show that it did all that human care, vigilance, and foresight
could reasonably do, consistent with the character and mode of
conveyance adopted, in the practical prosecution of its business
to prevent accidents and injuries to passengers riding on and
alighting from its cars, was not in conflict with other instructions
requiring plaintiff to prove that defendant owned and operated
the car in question, and requiring defendant to exercise such care
as human beings are capable ot, consistent with the practical
operation of defendant's trains, and that a party charging negli-
gence must prove it.
14. Where a declaration for injuries to a passenger charged that
the injury was permanent, it was not error for the court to permit
the jury to allow damages for future suffering.
15. Where an instruction submitted a number of matters of fact
to the jury, and correctly stated the law applicable thereto, and
concluded with a sentence beginning with, "What is the truth, the
jury must determine from the evidence only," the instruction was
not objectionable on the ground that it did not require the jury to
find the matters submitted from the evidence.
16. In an action for injuries to a passenger, objections that the
verdict is contrary to the evidence, that the damages are exces-
sive, and that plaintiff is a maligner cannot be reviewed by the
Supreme Court. — (Chicago City Railway Company vs. Carroll,
68, N. E. Rep. 1087.)
INDIANA. — Carriers — Street Railway — Injury to Passenger
While Alighting — Instructions — Harmless Error.
1. Where, in an action by a passenger for injuries in alighting
from a street car, the jury find that the car was not moving, any
error in refusing to instruct that, if she attempted to alight from
a moving car, she could not recover, and in instructing that, if
the car was so nearly stopped that an ordinarily prudent person
would have deemed it safe to alight, and she was injured by its
sudden starting, she could recover, was harmless.
2. In an action by a passenger against a street car company it
is not error to instruct that, if she was injured while attempting,
in the exercise of proper care, to alight from a car, by the motor-
man suddenly starting it, she can recover, though the motorman's
act is not required to have been negligent ; since starting a car
while a passenger is alighting is prima facie negligence.
3. In an action by a street car passenger injured in attempting
to alight it is proper to instruct that, while a common carrier of
passengers is not an insurer of their safety, still the law exacts
of it the exercise of the highest practicable care in the operation
of its cars and stopping and starting them to enable passengers
to get on and off, and for any failure to exercise such care, and
for slight neglect of duty in this respect, it is liable to a passenger
who is himself without fault, etc.
4. In an action by a street car passenger injured while attempt-
ing to alight, and in which the burden of showing contributory
negligence is on the defendant, it is proper to instruct that, if the
burden is upon either party to show any particular fact, such fact
should be established by a fair preponderance of the evidence,
and that, if there is no preponderance on any question — that is, if
affirmative evidence is only balanced by the negative evidence —
then such fact would not be proven. — (Indianapolis Street Rail-
way Company vs. Brown, 69 N. E. Rep., 407.)
INDIANA— Collision With Street Car— Action for Damages-
Pleading — Negligence and Contributory Negligence.
1. The complaint in an action against a street railroad company
alleged that plaintiff was driving his horse and wagon along a
street on the north side of defendant's track, and when within
10 or 12 feet west of a cross street, on which he intended to drive
north, his horse took fright at the rapid approach of one of de-
fendant's cars, then about 200 feet east of him; that his horse,
on account of such fright, ran rapidly, and shied to the north,
and the wagon struck violently against a pole at the corner of
the street intersection, and the horse became unmanageable, and
reared and fell back toward the wagon, and wheeled toward the
track, running along the same, and that during all such time his
horse was unmanageable; that his horse continued thus to run
along the track for about 75 feet, when the car caught up with
the wagon, and was carelessly and negligently run into and
against the same, and the wagon was broken, the horse injured,
and plaintiff knocked out and injured. Held, that it clearly averred
that plaintiff's injury was the result of defendant's negligence.
and that this was all that was necessary, and the fact that the
complaint also averred that plaintiff was not guilty of contributing
to his injury was unnecessary, and did not render it bad; such
averment being immaterial, and, at most, merely surplusage.
2. Defendant's street car was 200 feet or more distant from the
place where plaintiff had hitched his horse when he started to
get into his wagon, and, before lie had reached or could reach
the lines, the horse jumped and threw him down, and then, being
unmanageable, started with the wagon and plaintiff along and
near the track before the car, swerving from one side to the other,
until they were struck by the car. Held, that plaintiff's negligence,
if any, did not contribute to the injury, and that he could not be
charged with negligence after the horse became unmanageable.
3. It being shown that the motorman, by the exercise of due
care under all the circumstances, might and should have prevented
the injury, the case was fully within the rule that where one per-
son sees another in peril, from which he is unable to extricate
himself by reasonable care, it is his duty to so act as not to in-
crease the peril, and if he acts so as to increase the danger, with
full knowledge of the facts, he will not be relieved from the dam-
ages resulting from his negligence. — (Hammond, W. & E. C.
Electric Street Railway Company vs. Eads, 69 N. E. Rep., 555.)
INDIANA. — Master — Injuries to Servant — Fellow Servants —
Negligence — Complaint — ■ Employer's Liability Act — Con-
struction.
1 Where several defendants file joint and separate demurrers
to a complaint, which are overruled, and they then jointly and
separately except to the ruling of the court, an assignment of
error by one of the defendants, predicated on the exception, raises
the question of the sufficiency of the complaint.
2. An employee of an interurban railroad engaged in the con-
struction of track, who is injured while in a work car of the com-
pany for the purpose of being carried to his home from his work,
is a fellow servant of employees of the company operating a pas-
senger car which caused the injuries.
3. Allegations in a complaint by a servant against his master
for damages for personal injuries that the work plaintiff was en-
gaged in doing had no connection with, and was not in any way
incident to or a part of the work or employment of the motorman
or servants in charge of a passenger car of defendant which ran
into the work car in which plaintiff was seated; that he was simply
a passenger on the work car; that defendant owed him a duty,
and was bound to carry him safely, are mere conclusions of the
pleader, not admitted by demurrer.
4. An allegation in a complaint for damages for personal in-
juries received by an employee that he was injured without any
fault or negligence on his part does not take the place of aver-
ments showing that the risk of incompetency of the person in
charge of a switch, whose negligence is alleged to have caused the
injuries, was not knowingly assumed by plaintiff as an incident
of his service.
5. Under Burns' Rev. St. 1901, section 7083, subd. 2 (Horner's
Rev. St. 1901, section 5206s), providing that every railroad cor-
poration shall be liable for damages for personal injuries suffered
by any employee while in its service, the employee so injured
being in the exercise of due care and diligence, where such injury
resulted from the negligence of any person in the service of such
corporation to whose order or direction the injured employee
at the time of the injury was bound to conform, no recovery can
be had where the employee is injured while conforming to the
order or direction of one employee and his injury is caused by
the negligence of another employee, who had no such authority.
6. Under Burns' Rev. St. 1901, section 7083, subd. 4. providing
that every railroad corporation shall be liable for damages for
personal injuries suffered by any employee while in its service,
the employee so injured being in the exercise of due care and
diligence, where such injury was caused by the negligence of any
person in the service of such corporation who has charge of any
signal, telegraph office, switch yard, shop, roundhouse, locomo-
tive engine or train upon a railway, an injury due to the negli-
gence of a person in charge of a switch does not render the cor-
poration liable.
7. In an action by a servant against his master for personal
injuries, predicated upon the common-law liability of the master,
where the injury was caused by the negligence of a fellow servant,
known by the master to be reckless and incompetent, the com-
plaint must allege that plaintiff had no knowledge of the reckless-
ness and incompetency of the negligent fellow servant.
8. In a complaint by a servant against his master for personal
injuries, predicated upon the common-law liability of the master
for injury caused by the negligence of a fellow servant, known
by the master to be reckless and incompetnent, an allegation that
plaintiff was without any knowledge of the careless and reckless
conduct of "said motorman in operating said car" which caused
i6o
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5,
plaintiff's injuries is not equivalent to an allegation that plaintiff
at and before the time of his injury had no knowledge of the reck-
lessness and incompetency of the motorman.
9. In a complaint by a servant against his master for personal
injuries, allegations that the injuries were received by reason of
the master's negligent and defective rules and mode of keeping
knowledge of and directing its cars are mere conclusions of the
pleader, stated by way of recital, and will be disregarded in de-
termining the sufficiency of the pleading.
10. In an action by a servant against his master for personal
injuries alleged to have been received as the result of negligence
of fellow servants, proof of plaintiff's knowledge of the reckless-
ness and incompetency of his fellow servant who caused the injury
is not limited to actual knowledge, but he is bound by implied
knowledge such as he could have acquired by the exercise of or-
dinary care. — (Indianapolis & G. R. T. Company vs. Foreman, 69
N. E. Rep., 669.)
INDIANA. — Street Railways — Personal Injuries — Negligence —
Collision With Vehicle — Evidence — Sufficiency — Inferential
Circumstances — Silence of Defendant — Streets — Right <>f
Way.
1. In an action against a street railway company for negligently
running its car into plaintiff's vehicle and injuring him, evidence
examined, and held sufficient to sustain the verdict for plaintiff.
2. In an action for personal injuries the negligence of the de-
fendant directly contributing to the injury may be shown by direct
or circumstantial evidence, and may be inferred from all of the
facts of the case.
3. In an action for personal injuries the purpose to commit wil-
ful injury will not be inferred when the result of wrongful conduct
may be reasonably attributed to negligence or inattention.
4. Where, in an action against a street railway company for
personal injuries by collision with plaintiff's vehicle, defendant
gave no evidence, the jury might draw an inference of carelessness,
rather than of pure accident, from the fact of such silence.
5. Though a person driving his vehicle along a street railway
track in the direction traveled by the cars must get off the track
on approach of a car, he is not required to constantly look behind
him.
6. Where plaintiff was driving his vehicle along a street railway-
track in the direction traveled by the cars on a street on which
the wagon was plainly visible to a motorman approaching from
behind, plaintiff might be presumed to know that the car could
only run him down by carelessness or wilfulness. — (Indianapolis
Street Railway Company vs. Darnell, 68 N. E. Rep., 609.)
INDIANA. — Street Railroads — Driving Across Tracks — Con-
tributory Negligence — Jury — Answers to Interrogatories —
General Verdict — Evidence — Admissibility.
1. In an action against a street railroad for personal injuries, it
appeared that plaintiff attempted to drive across defendant's
tracks; that, before going on the crossing, he looked and listened,
but did not stop; that no car was within 250 feet when he started
over; that he did not know a car was approaching; that no gong
was sounded, or warning given of the approach of the car; that
the motorman saw plaintiff's horse on the crossing when the car
was over 200 feet away, and could have stopped the car within 75
feet at any time after the horse entered the crossing; and that the
car approached the crossing at a high and dangerous rate of
speed. Held, that plaintiff's failure to stop was not contributory
negligence, as matter of law.
2 The general verdict determines all material issues in its favor.
3. All reasonable presumptions will be indulged in favor of the
general verdict.
4. No presumptions will be indulged in favor of the jury's an-
swers to interrogatories.
5. The answers of the jury to interrogatories will not control
the general verdict unless in irreconcilable conflict therewith.
6. Where the answers of the jury to interrogatories are antag
onistic or inconsistent, they neutralize each other, and will be dis-
regarded.
7. The answers of the jury to interrogatories override the gen-
eral verdict only when both cannot stand, the conflict being such
as to be beyond the possibility of being removed by any evidence
admissible under the issues.
8. The right of a traveler to cross the track of a street railroad
is not inferior to the right of the street railroad to pass over the
crossing.
9. While the failure of those in charge of a street car to give
the required signals of its approach will not excuse a person at-
tempting to cross the track in front of it from the exercise of due
care, yet the jury may consider that fact in connection with all the
circumstances attending the accident, in passing on the conduct
of the one injured in making the attempt.
10. Answers to interrogatories by the jury in an action against
a street railroad for personal injuries received by being struck by
a car while attempting to cross the track, indicating that, had
plaintiff stopped, he could have seen and heard the car in time to
have avoided the injury, are not inconsistent with the general ver-
dict, finding that he used due care. — (Union Traction Company of
Indiana vs. Vandercook, 69 N. E. Rep., 486.)
INDIANA. — Carriers — Negligence — Dangerous Premises — Invi-
tation— Owner's Knowledge of Danger — Liability — Evidence.
1. Where a street railway owning a park reached by its lines,
and maintaining attractions for the public there, has knowledge
that there is a conspiracy on the part of certain persons to assault
any colored persons visiting the park, and knows of acts of vio-
lence committed pursuant to such design, but it transports col-
ored persons there without warning them of the danger, and they
are assaulted, pursuant to the conspiracy, the company's em-
ployees making no attempt to interfere, the railway company is
liable for the injuries.
2. In an action for such injuries, evidence of prior assaults com-
mitted on colored persons at the park, and articles published in
daily papers describing the occurrences, were admissible. — In-
dianapolis Street Railway Company vs. Dawson, 68 N. E. Rep.,
909.)
INDIANA. — Street Railroads — Passengers — Injuries While
Alighting From Cars — Excavations in Street — Negligence.
1. A street car company operating its cars on streets in which
the city had made excavations was guilty of actionable negligence
in stopping its cars opposite such excavations for the purpose of
letting off passengers without properly guarding the passengers
alighting, or warning them of the danger, of which they were
ignorant, but of which the company knew or was bound to know.
— (Fort Wayne Traction Company vs. Morvilius, 68 N. E. Rep.,
304 )
IOWA. — Railroads — Employee of Independent Contractor — Per-
sonal Injuries — Action.
1. A railroad company is not liable to an employee of an inde-
pendent contractor, engaged in raising defendant's roadbed and
track, for personal injuries received by him from being struck
by a stone which had rolled from the pile of dirt which was being
used in the work in which plaintiff was engaged, lodged upon the
tracks, and was knocked against the plaintiff by a passing train. —
(Reilly vs. Chicago & N. W. Railway Company, 98 N. W. Rep.,
464.)
IOWA. — Carriers of Passengers — Street Railways — Personal In-
juries— Absence of Conductor — Negligence — Question for
Jury.
1. The fact that the motorman left the car on which plaintiff
was riding, and that the conductor took his place, and became
acting motorman in sole charge of the car, was not of itself such
negligence as would render the company liable to plaintiff for in-
juries received in alighting from the car.
2. Plaintiff claimed that, while riding on a street car in the sole
charge of a motorman, she signaled him to stop, but that the in-
tersecting street was passed some distance before the car slack-
ened, as she thought, to allow her to alight, and when she un-
dertook to do so the car suddenly moved forward, causing, her
to fall. Held that, if the motorman saw plaintiff signal, the ques-
tion whether, in the exercise of ordinary care, he should have
anticipated that she would attempt to alight while between such
crossings, was a question for the jury, and it was error to instruct
that he should have anticipated such movement.
3. If the negligence of a passenger on a street car contributed
to her injury, as an efficient cause, she could not recover, and the
jury need not find that she contributed in a "material" degree.
4. An instruction that a passenger on a street car could not re-
cover if she contributed to her injury in a "material" degree was
erroneous, and could not be interpreted as merely intending that
her negligence must have directly or approximately contributed
to it.- — (Root vs. Des Moines Railway Company, 98 N. W. Rep.,
291.)
KANSAS. — Carriers — Injury to Passenger — Directing Verdict.
1. Generally, in an action to recover damages for personal in-
juries, where the defense is the contributory negligence of the
plaintiff, the question is one of fact, and not of law; and it is error
for the court to render judgment for the defendant upon the peti-
tion and opening statement of the case by counsel for plaintiff, un-
less the facts admitted are such that reasonable minds could not
differ as to the negligent conduct of plaintiff. — (Cummings vs.
Wichita Railway & Light Company, 74 Pacific Rep., 1104.)
KANSAS. — New Trial — Grounds — Insufficient Damages.
1. Section 307 of the Code of Civil Procedure, which reads, "A
new trial shall not be granted on account of the smallness of the
damages, in an action for an injury to the person or reputation,
nor in any other action where the damages shall equal the actual
July 30, 1904.]
STREET RAILWAY JOURNAL.
161
pecuniary injury sustained," denies the right to grant a new trial
in the kind of actions therein named on account of the smallness
of the damages awarded, and to grant such new trial is error.
2. The last clause of said section is a limitation on the right to
grant new trials under the provisions of section 306, rather than
an enlargement of the power denied in the first part thereof. —
(Metropolitan Street Railway Company vs. O'Neill, 74 Pacific
Rep., 1105.)
KENTUCKY.— Street Railroads— Collision With Wagon— Neg-
ligence— Jury Question.
1. The horse drawing the wagon in which plaintiff was driving
ran away across a bridge, and as it was about 300 feet from the
end of the structure a street car turned onto the bridge. The
horse continued to run along the track on which the car was ad-
vancing until it got just in front of the car, when it swung to one
side, and the car collided with the wagon, and threw plaintiff out.
The car made no effort to stop until after the collision. When
about 100 feet from the car, plaintiff waved his hands, as if to
notify the motorman. The car could have been stopped within
6 or 8 feet. Held, that a peremptory instruction for the defendant
street car company was error. — (Thiel vs. South Covington & C.
Street Railway Company, 78 S. W. Rep., 206.)
KENTUCKY. — Carriers — Injury to Passengers — Excessive
Damages.
1. In an action against a railroad company for an injury to a
passenger's finger which did not cause any permanent impairment
of plaintiff's ability to earn money, and only caused him a loss of
$255 for doctor bill and wages, a verdict for $1,100 was excessive.
— (Louisville Railway Company vs. O'Mara, 76 S. W. Rep., 402.;
KENTUCKY. — Street Railways — Collisions With Carriages — •
Duty of Company — Failure to Watch and Warn — Actions for
Injuries — Evidence — Offer of Settlement — Gross Negligence
— Damages — Appeal — Harmless Error.
1. In an action against a street railway company for injury to a
hack and death of a horse, testimony of plaintiff that immediately
before the accident his hack was worth $1,100 or $1,000; that, after
spending over $200 in repairs, it was not worth more than $500 or
$600; that the horse was worth $80, and the harness destroyed $60
— supports a verdict for $800.
2. Statement in an offer by plaintiff to settle with a street rail-
way company for damages done to his horse and hack, to the
effect that he had expended $207 in repairs of the hack, and wanted
that, with $100 for his horse and harness, in full for his claim, is
not conclusive on plaintiff as to the amount of his damage.
3. In an action against a street railway for damages to a horse
and hack, the admission of evidence as to the time plaintiff was
deprived of the use of the hack, and of the value of the lost use for
that time, was nqt prejudicial, where the evidence was later with-
drawn from the jury by a written instruction and admonition of
the court, and the verdict showed that the jury obeyed such in-
struction.
4. In an action against a street railway for injuries to a hack,
evidence that the track was on a much-traveled highway in an
incorporated town, and that the place of the injury was on a down
grade, and where the view to the approach was obstructed, and
that the car was being run at a speed of 20 miles an hour, without
any signal of its approach, was sufficient to submit to the jury the
question of gross negligence.
5. Drivers and pedestrians on a highway are not trespassers, but
have an equal right with street cars to use the highways; and, if
the car driver fails to keep a proper lookout for their presence
and give them timely warning of his approach, the company will
be liable for a resulting injury, although the car was running at a
reasonable rate of speed, and although, after the driver actually
discovered the peril of the person on the track, he unavailingly
used every means at his command to avert the injury. — (South
Covington & C. Street Railway Company vs. McHugh, 77 S. W.
Rep.. 202.)
KENTUCKY. — Street Railways — Injuries to Teams — Punitive
Damages — Gross Neglect — Evidence — Sufficiency.
1. Evidence that a street car was running through a narrow
city street after dark, at a rate of from 12 to 20 miles an hour; that
it failed to sound its gong at the crossing; and that the motorman
was looking back, and not ahead — was sufficient to show gross
neglect and authorize punitive damages in an action for injuries
by a driver of a team. — (Louisville Railway Company vs. Teekin,
78 S. W. Rep., 470.)
LOUISIANA. — Carriers — Negligence — Injury to Passengers.
1. It is not negligence for a street car to start while a passenger
is in the act of passing from the platform into the car. — (Sharp
vs. New Orleans City R. Company, 35 S. Rep., 614.)
LOUISIANA.— Street Railroads— Operation— Lease of Road-
Negligence of Lessee.
1. A railroad corporation, by its very incorporation under the
laws of the State, assumes as one of its primary obligations that
it shall operate the road under such conditions as to properly se-
cure the safety of the general public.
2. It is liable for injuries to persons caused by the wrongful or
negligent operation of the cars upon the road, whether operated
by itself or by another corporation to which it had leased it. —
(Muntz vs. Algiers & G. Railway Company et al., 35 Southern
Rep., 624.)
LOUISIANA. — Street Railroads — Accident at Crossing — Con-
tributory Negligence.
1. The recognized rule is that before attempting to cross a rail-
way track a person should stop, look and listen, and it will hardly
do to substitute for it a rule to the effect that, being at a distance
from a crossing, toward which he and an electric or steam car are
traveling, he may then form an opinion as to which of the two
will get there first, and, acting upon that opinion, essay the cross-
ing without giving himself further concern upon the subject.
2. The fact that a street railway company has operated a car at
too high a rate of speed will not entitle a party who is injured to
recover if it appears that the fault of the company would not have
caused the injury save for the supervening and greater fault of
the party injured. — Heebe vs. New Orleans & C. Railroad, Light
& Power Company, 35 Southern Rep., 251.)
MARYLAND. — Street Railways — Personal Injuries — Crossings
— Vehicles — Collisions — Imputed Negligence — Contributory
Negligence.
1. The negligence of a driver of a vehicle is not to be imputed
to one who rides with him by invitation, and is injured by collision
with a street car.
2. Where plaintiff was riding by invitation with one whom he
knew was a skillful, experienced driver, who had for many years
been traveling the streets in vehicles such as they were riding in,
and he saw this driver check his horse as they approached a street
railway, and lean forward beyond the side curtains and look for
cars, and plaintiff, in his position, could not see through the glass
in the side of the curtain, and did not l.^ar a car approaching, he
was not guilty of contributory negligence in relying on the care
of the driver. — (United Railways & Electric Company vs. Biedler,
56 Atlantic Rep., 813.)
MASSACHUSETTS. — Carriers — Injuries to Passengers — Alight-
ing From Cars — Negligence — Evidence.
1. Where a passenger on a street car made no effort to alight
when the car reached the terminus of a branch track at a station,
at which point other passengers alighted, and after the conductor
carried the trolley around to the other end of the car, and as the
car was about to start, plaintiff attempted to alight, and was in-
jured by the car starting while he was doing so, but neither the
conductor nor the motorman had any reason to suppose plaintiff
desired to get off at that time, defendant was not guilty of negli-
gence warranting a recovery. — (Spaulding vs. Quincy & B. Street
Railway Company, 69 N. E. Rep., 217.)
MASSACHUSETTS. — Carriers — Injury to Passengers — Evi-
dence— Sufficiency — Competency.
1. On appeal by plaintiff in an action for injuries sustained by
a passenger on a street car owing to a defective device for open-
ing and shutting the door, it is not to be presumed, in favor of
appellant, that an inspection of the car by the jury added anything
to the evidence contained in the bill of exceptions.
2. In an action against a street railway for injuries to a passen-
ger, it was plaintiff's theory that the slot in the door which con-
tained the opening device was defective, and exposed those open-
ing the door to the risk of having their fingers bruised when the
door was slid back. It appeared that the passenger had declared
that he "jammed his finger at the door," and one witness, who
saw him open the door, testified that he used his right hand, while
it was his left that was injured. Held, that there was nothing to
warrant a finding that plaintiff was injured by means of the open-
ing device.
3. In an action against a street railway for negligence causing
the death of a passenger, it was plaintiff's theory that the passen-
ger's fingers were bruised in the device for opening the door, and
that from such injuries he fainted, and fell from the car, and was
killed. There was evidence that he had taken six or eight glasses
of ale that evening, and there was no evidence to show that he did
faint. Held, that the jury would not have been warranted in find-
ing that his fall was caused by an injury to his finger, it being as
reasonable to suppose that he might have fallen from sleepiness,
apoplexy or from the effects of the ale.
4. In an action against a street railway, where plaintiff claims
that a passenger was injured by his fingers having been bruised
in the slot used for opening the door of the car, there was nothing
to show that the injury ;o his hand was caused by any difficulty
in opening the door. Held, that testimony of a witness as to
whether he had observed any difficulty in opening the door in
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[Vol. XXIV. No. 5.
that car, or one like it, was incompetent. — (Williams vs. Citizens'
Electric Street Railway, 68 N. E. Rep., 840.)
MASSACHUSETTS.— Street Railroads— Injury to Child— Negli-
gence of Parents — Questions for Jury.
1. In an action against a street railway company for an injury
to a child through the negligence of the company, the question
whether the father exercised due care in permitting the child to
go into the yard, which was inclosed, to play, from whence she
went into the street, was for the jury.
2. A child of three years was permitted by her father to go into
the yard to play with an older sister of 9 years and a neighbor's
child aged 10. The yard was inclosed, and the gate was kept
closed. After going into the yard, the children wandered into the
street, and the younger child was struck by a street car. Held,
that it was for the jury whether the child was under the charge
of her older sister afte'r they left the yard and went on the street. —
(Mellen vs. Old Colony Street Railway Company, 68 N. E. Rep.,
679-)
MASSACHUSETTS.— Street Railroads— Boy Clinging to Car-
Wanton Injury — Contributory Negligence as Defense — In-
struction— Company's Liability — Previous Acts of Negligence
— Admissibility of Evidence.
1. Plaintiff, a boy 6^4 years old, ran against a street car, and
was clinging to the lower step near the forward end as the car
rounded a curve. He cried to the motorman to let him off, but
the motorman, though perceiving plaintiff's danger, turned on
the power in a wanton and reckless way, thus starting the car
quickly forward and throwing plaintiff to the ground, injuring
him. Held, that plaintiff's failure to exercise ordinary care, even
at and after the motorman's act, was no defense, in view of the
wilful, wanton and reckless character of the act.
2. An instruction, in a personal injury case, that, if defendant's
act was wilful and intentional, plaintiff need not show that he was
"in the exercise of due care," means ordinary care, and is not ob-
jectionable as relieving plaintiff from special care, which peculiar
circumstances might impose upon him.
3. A master is liable for the acts of his servant done recklessly
or wilfully in the course of his employment.
4. In a personal injury action involving the defense of contribu-
tory negligence, defendant's evidence of previous acts of careless-
ness on plaintiff's part is inadmissible. — (Aiken vs. Holyoke Street
Railway Company, 68 N. E. Rep., 238.)
MASSACHUSETTS.— Street Railroads— Injuries to Pedestrians
— Contributory Negligence — Evidence.
1. In an action to recover for the death of plaintiff's intestate,
who was run over by one of defendant's street cars, evidence held
to show that, though deceased stepped between the rails to avoid
travelers approaching him on the street, he was guilty of negli-
gence in not stepping off the track, and out of the way of the
car approaching him from the rear, and the evidence was there-
fore insufficient to take the case to the jury. — (Dooley vs. Green-
field & T. F. Street Railway Company, 68 N. E. Rep., 203.)
MICHIGAN.' — Carriers — Injuries to Passengers — Street Rail-
roads— Evidence — Appeal — Assignments of Error — Review.
1. Where no assignment of error was taken to a portion of the
judge's charge at the trial which was objected to on the oral argu-
ment on appeal, such objection cannot be reviewed.
2. In an action for injuries to a passenger on a street car, evi-
dence reviewed, and held to justify the court in submitting to the
jury the question whether an injury to plaintiff's spinal column
was caused by other hurts which plaintiff received during the ac-
cident, and not by an electric shock, for which he was not en-
titled to recover. — (Perry vs. Detroit United Railway, 98 N. W.
Rep., 17.)
MICHIGAN.— Street Railroads— Right of Way— Contributory
Negligence.
1. The cars of a street railway company do not have the ex-
clusive right of way on its tracks, and a motorman has no right
to operate a car under the assumption that the right of way will
be clear, and propel the car at the extreme rate permitted by law.
2. Failure of persons driving on street railroad tracks to look
and listen for cars approaching from behind does not constitute
contributory negligence as a matter of law. — (Rouse vs. Detroit
Electric Railway, 98 N. W. Rep., 258.)
MICHIGAN. — Street Railways — Driver of Vehicle — Attempt to
Cross Track — Contributory Negligence — Jury Question.
1. Where the driver of a vehicle at night turns to cross a double
street car track, looking as he does so, and perceiving one car
approaching on the nearer track at the distance of a block, and
another on the further track at a distance of two blocks, he is not
guilty of negligence, as a matter of law, in failing to look a second
time before reaching the second track, and to endeavor to avoid
the car on that track by remaining on the first track, or backing
clear of it, but the question is for the jury. — (Chauvin vs. Detroit
United Railway, 97 N. W. Rep., 160.)
MICHIGAN. — Carriers of Passengers — Personal Injury- — Declar-
ation— Proof of Injury — Negligence — Evidence — Instructions
— Remarks of Counsel — Harmless Error.
1. In an action by a passenger for injuries sustained by rea-
son of the car running through an open switch, the declaration
alleged that defendant's negligence consisted in want of reasonable
care, in not having the switch properly adjusted, in not keeping
the implements used in adjusting it so that children and others
could not improperly use them to move the switch, in running
the car at a high rate of speed, and in failing' to approach the
switch with the car under control. It was shown that the switch
was at a public place, where many children congregated; that it
was not fastened; that it was opened by any one desiring to do so
by the use of a bar left there by defendant; that the car approached
the switch at a rate of 15 or 20 miles an hour; and that some one
had thrown the switch open. Held, that the evidence was suf-
ficient to require the submission of the case to the jury.
2. In an action for injuries sustained by a passenger by reason
of the car running through an open switch, the declaration alleged
that plaintiff was thrown on the ground; that he was thereby
bruised, hurt and wounded, sustaining a concussion of the spine,
and injuring the tissues and nerves in the gluteal region of the
right hip, causing a wasting of the right leg, and the nerves,
muscles and tissues thereof, permanently disabling him from
manual labor; that he suffered great pain and anguish of mind
and body; and that he became sick, sore, lame and disordered.
Held to authorize proof relative to neuritis of the sciatic nerve.
3. Where, in an action for personal injuries, a pre-existing in-
jury was shown, which was caused by plaintiff falling on ice, which
had not prevented him from working, and which affected the hip
joint and left leg, but not his back, an instruction that plaintiff
could not hold defendant liable for the effects due to the former
condition, or its growth or development, and that plaintiff was
entitled only to such damages on account of decreased earning
power as, in accordance with his former condition, the jury should
consider just, properly and sufficiently stated the law.
4. The remark of counsel, in his argument to the jury, that the
witnesses for the adverse party were "cattle," though highly im-
proper, does not constitute prejudical error, where the court
stated that he would not make such remarks, and where counsel
thereupon retracted, and his associate stated that he did not think
counsel intended to say the men were cattle. — (Leslie vs. Jackson
& S. Traction Company, 96 N. W. Rep., 580.)
MISSOURI. — Street Railways — Injury to Pedestrian — Contribu-
tory Negligence — Burden of Proof — Evidence — Sufficiency —
Instructions.
1. Where, in an action against a street railway company for in-
juries to a pedestrian from being struck by defendants' car, there
was no proof that plaintiff did not look or listen before attempt-
ing to cross the track, it will be presumed that she was in the ex-
ercise of due care.
2. It is not negligence as a matter of law for a person to fail to
look and listen before attempting to cross a street railway track
while a car is over 200 feet distant, with the view of the motor-
man unobstructed.
3. Where plaintiff, in attempting to cross defendant street rail-
way company's track, fell while the car was over 200 feet distant,
and the motorman's view unobstructed, the question of whether
he could have seen plaintiff in time to have stopped the car before
injuring her was for the jury.
4. In an action for negligence, failure to specifically define rea-
sonable care is not error, where no such definition was requested.
— (Priesmeyer vs. St. Louis Transit Company, 77 S. W. Rep., 313.)
MISSOURI.— Carriers— Injury to Passenger— Degree of Care
Required — Instruction.
1. In an action by a passenger for injuries it is not error to in-
struct that the common carrier of persons is bound to use "the
highest degree of care" for the safety of its passengers. — (Tillman
vs. St. Louis Transit Company, 77 S. W. Rep., 320.)
MISSOURI.— Carrier of Passengers— Street Car Company-
Negligent Carriage Beyond Destination — Injury While Re-
turning— Liability.
1. The act of a street car company in negligently carrying a
passenger one block beyond her destination is not the proximate
cause of an injury sustained by her from a fall on an icy sidewalk
while returning to the point of original destination. — (Haley vs.
St. Louis Transit Company, 77 S. W. Rep., 731.)
MISSOURI.— Carriers of Passengers— Injury— Evidence— Bur-
den of Proof — Instructions.
1. An instruction that the negligence charged is that the con-
ductor of defendant's car stopped it to permit plaintiff to alight,
July 30, 1904.]
STREET RAILWAY JOURNAL.
and while she was alighting suddenly started it, throwing her
down and injuring her, is not objectionable as placing stress on
the stopping of the car as part of the act of negligence.
2. A charge in an action against a street railway company for
negligence, setting out plaintiff's theory, and stating that the
burden is on plaintiff as to the act of negligence "throughout the
case," is not objectionable as requiring the plaintiff to prove her-
self free from contributory negligence, where no reference is
made to that.
3. The burden is not shifted from a passenger on proof of her
injury in alighting" from a street car so as to require an explana-
tion from the company, but she must also prove that the accident
occurred through the company's fault.
4. Where a street car company was entitled to an instruction
that it was not guilty of negligence unless a car had "stopped"
when a passenger attempted to alight, the use of the term
"stopped still" was no abuse of the right.
5. Where a passenger, in her petition against a street railway
company, alleged, and her evidence tended to prove, and her re-
quests for instructions assumed, that the car had stopped when
she attempted to alight therefrom and was injured, she cannot
complain of instructions, on defendant's request, that, if the in-
juries were caused by her leaving the car before it had stopped,
or if she got off the car while it was yet moving, the company is
not liable. — (Peck vs. St. Louis Transit Company, 77 S. W. Rep.,
MISSOURI. — Street Railroads — Crossings — Injuries to Pedes-
trians— Contributory Negligence — Humanitarian Doctrine —
Trial — Witnesses — Examination — Facts Previously Testified
To.
r. Where, in an action against a street railway company for the
death of a pedestrian at a street crossing certain witnesses not
only testified that the motorman could see the deceased, but also
testified to all the physical facts necessary to determine how far
the motorman could have seen him, and were permitted to make
all the corrections they desired in their testimony, it was not
error for the court to refuse to permit plaintiff's counsel to again
ask the witnesses concerning such facts.
2. Where plaintiff's decedent could have seen an approaching
street car, by which he was killed at a street crossing, at all times
after starting to cross the street, but attempted to cross in front
of the car without looking or paying any attention thereto, he
was guilty of such contributory negligence as precluded recovery.
3. Where the negligence of plaintiff's decedent, who was killed
by a street car at a crossing, was not only concurrent with that of
the motorman, but was contemporaneous and coincident with his
injury, no recovery could be had under the humanitarian doctrine.
■ — (Ries vs. St. Louis Transit Company, 77 S. W. Rep., 734.)
MISSOURI. — Street Railways — Negligence — Persons on Track
— Proximate Cause — Discovered Peril — Action by Parents —
Evidence.
1. A girl of 11 years of age and a boy of 9, walking on the
tracks of a Street railway without looking for a car, are guilty of
negligence.
2. Where two children went on the tracks of a street railway
and walked along the same in the same direction from which a
car was approaching them, the motorman of the car had a right
to presume, in the first instance, that they had looked for the car,
or would look, and get out of the way.
3. Where, in an action against a street railway for the death
of a child who was run over by a car, it appeared from plaintiff's
evidence that deceased was walking along the track in the same
direction in which the car was moving, and could have been seen
for over 400 feet by the motorman, it was a question for the jury
whether the motorman knew, or by the exercise of ordinary care
should have known, of the danger in time to have averted the
accident.
4. Where the motorman of a street car sees one walking along
the track ahead of the car, and that he is oblivious of his danger,
in time to avert accident, but fails to do so, the company is liable.
5. In an action for the death of plaintiff's 11-year-old daughter,
killed by being run over by a street car while on her way to school,
the fact that there was no positive evidence to show that the girl
was unmarried was no ground for sustaining a demu-rer to the
evidence.— (Jett et al. vs. Central Electric Railway Company, 77
S. W. Rep., 738.)
MISSOURI. — Street Railroads — Injuries to Wagon — Actions —
Evidence — Nonsuit— Instructions — Uncompleteness— Con-
flicting.
1. In an action against a street railroad for injuries to a wagon
a nonsuit was properly denied where, on plaintiff's evidence, the
wagon was visible for the length of a block on the same track
as that on which tne car was running, and the motorman might
have avoided the collision.
2. In an action against a street railroad for injuries to a wagon,
an instruction to find for plaintiff if the motorman saw or could
have seen the wagon in time to warn the driver and enable him
to drive off, or in time to stop the car, before the collision, was
incomplete in that it failed to also state that the motorman must
have neglected to warn plaintiff's driver, and that such neglect
must have been the proximate cause of the accident.
3. In an action against a street railroad for injuries to a wagon,
an instruction to find for plaintiff if the motorman could have
seen the wagon in time to warn the driver and enable him to drive
off, or in time to stop the car, before collision, was in conflict
with instructions given for defendant to the effect that it was
not liable if its servants used ordinary care to stop the car as soon
as they saw, or might have seen, plaintiff's wagon in a position
of danger, and which accepted that theory as the only ground of
recovery. — (Jersey Farm Dairy Company vs. St. Louis Transit
Company, 77 S. W. Rep., 346.)
MISSOURI. — Street Railroads — Crossings — Injuries — Duty to
Look and Listen — Contributory Negligence — Questions for
Jury — Proximate Cause — Last Clear Chance — Care Required
— Instructions — Quotient — Verdict — Appeal.
1. Plaintiff testified that before crossing a street car track he
looked both ways, and saw no car coming, and when the front
wheels of his wagon struck the south rail of the track he heard a
noise, and looked west, and saw a car approaching about 200 feet
away at a rapid rate of speed; that he whipped up his horses, but
failed to get the wagon across in time to avoid a collision, and was
injured; that the reason he did not see the car before starting
across the track was that his view was obstructed by the foliage
of shade trees, which was not disproved. Held, that plaintiff was
not guilty of contributory negligence, as a matter of law.
2.. Where, in an action for injuries in a collision with a street
car at a crossing, plaintiff's evidence tended to show that the car
was running at a rate of speed prohibited by a city ordinance, and
it was a reasonable inference that, if the car had been running at
a lawful rate of speed, plaintiff could have cleared the track before
the car arrived, such proof showed'negligence per se.
3. Where, in an action for injuries in a collision with a street
car at a crossing, it appeared that the car was from 200 to 250 feet
west of plaintiff when his horses were in the track on which the
car was running, and that the car could have been stopped within
a much shorter space than 200 feet, and plaintiff and his team
were in plain view of the motorman, attempting to cross as the
latter approached the crossing, it was the duty of the motorman
to have stopped the car in time to have avoided injuring plaintiff,
and his omission to do so was the proximate cause of the injury.
4. Where the negligence of a street railway motorman in failing
to stop his car to avoid injuring plaintiff while he was endeavor-
ing to cross the track, which the motorman could easily have done,
was the proximate cause of plaintiff's injury, plaintiff's contribu-
tory negligence in driving on the track without looking or listen-
ing was no defense.
5. In the absence of proof that a quotient verdict had been re-
turned by the jury, error of the court in charging that, though
it was improper and illegal for them to agree to arrive at a verdict
in that manner, yet, if they did not so agree, but assented and
voluntarily agreed on such amount without reference to the man-
ner in which it was obtained, the verdict was not contrary to law,
was not available on appeal.
6. In an action for injuries in a collision with a street car at a
crossing in a populous part of a large city, an instruction which
required the motorman in charge of the car to keep a vigilant
watch for other vehicles, and on the first appearance of danger to
stop or check his car in the shortest time and space practicable,
was not erroneous, as requiring too high a degree of care. —
(Kolb vs. St. Louis Traction Company, 76 S. W. Rep., 1050.)
MISSOURI. — Street Railroads — Injury to Passenger — Negli-
gence—Instructions— Pleadings— Assumption of Risk— Dam-
ages.
1. A street railway company assuming to carry a passenger
standing on the steps of the platform of the car, outside of the
gate, and on the side next to the other track, on which cars run
in the opposite direction, is chargeable with the duty of carrying
him safely in that position, if it can be done by that high degree
of care which the law requires the company to observe toward its
passengers.
2. A street car passenger taking a dangerous position by stand-
ing on the car steps, outside of the gate, and on the side of the
adjacent track, on which cars run in the opposite direction, is re-
quired to exercise that degree of care for his own safety which
prudent persons under like circumstances would observe.
3. A street car passenger, because of the crowded condition of
the car, stood on the step of the front platform of the car, outside
of the gate enclosing the platform, and on the side next to the
164
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
track on which cars were operated in the opposite direction. The
motorman saw him, and warned him that it was a position of
danger. The conductor saw him, and, without warning, collected
his fare. It was feasible to carry a passenger safely in that posi-
tion. The company carried men safely in that position, and car-
ried this passenger for about two miles, when he was injured by
the car and a car traveling on the other track coming nearly in
contact with each other at a curve in the road, because of a viola-
tion of the rules of the companies operating cars on the tracks,
governing the passing of cars at curves. There was nothing to
show that the passenger was guilty of negligence after taking his
position on the step. Held, that the question of defendants' negli-
gence was for the jury.
4. Though the act of the passenger in taking the position on
the step was an act of negligence, which contributed to his injury,
the question of the negligence of the motorman, knowing the
position of the passenger, running his car into the curve in plain
view of the car on the other track, was for the jury.
5. The petition in an action by a street car passenger for in-
juries, alleged negligence of defendants in bringing their cars in
close proximity while meeting on a curve. The answer consisted
of a general denial and a plea of contributory negligence, in tak-
ing a dangerous position on the step 01 the platform of the car,
outside of the gate, and on the side next to the other track. Held,
that an additional plea alleging that the passenger knew, or by
ordinary care might have known, the situation of the tracks, and
that the danger of riding on the step was known, or by ordinary
care might have been known, to the passenger, and that he as-
sumed the risk, if intended to charge that his injuries resulted
solely from his voluntary act of riding on the step, was covered by
the plea of general denial.
6. If the pleader intended to allege that the position was so
dangerous that injury to the passenger could not have been
avoided by the exercise of the care incumbent on the carrier, and
that the danger was obvious or known to the passenger, the plea
was defective for failing to so allege.
7. If the plea intended to allege that the passenger's negligent
act of riding on the step contributed to his injury, it was covered
by the plea of contributory negligence.
8. A street railway passenger never assumes the risk of the
company's negligence.
9. A fact about which there is no dispute, and which is con-
ceded to be true notwithstanding the allegations in the pleadings,
may be assumed in an instruction to be true.
10. Where there was some evidence that the car of the other
company stopped after entering the curve at a point where the
danger was greatest, an instruction that such company was not
liable, if at the moment of the accident its cars was not passing
through the curve, was properly refused, because authorizing a
verdict for it if its car had stopped after entering the curve.
11. Where there was nothing to indicate that the verdict in a
personal injury action was not the result of calm judgment, the
court on appeal will not disturb it as excessive. — (Parks vs. St.
Louis & S. Railway Company, et si., 77 S. W. Rep., 70.)
MISSOURI.— Master and Servant — Personal Injuries — Negli-
gence— Pleading — General Charge — Evidence — Sufficiency —
Accident — Presumption — Fellow Servants — Street Railways.
1. In an action against a master for personal injuries to a ser-
vant, a general charge of negligence is sufficient as against an
objection first made on trial.
2. In an action against a master by a servant for personal in-
juries, evidence that a crowbar used by other servants fell through
the floor to the next story, and struck plaintiff on the head, was
sufficient to cast on defendant the necessity of showing that the
accident was not the result of negligence.
3. Plaintiff, who was engaged in hauling away rubbish made by
carpenters in their work, was a fellow servant with the carpenters,
and could not recover for injuries inflicted by their negligence.
4. A street railway is not within the provisions of the fellow-
servant statute applicable to railroads, whereby the master of com-
mon servants is made answerable for their negligence to each
other.
5. Where an action was against the Metropolitan Street Rail-
way Company, and the petition charged that such company was a
common carrier, and a corporation organized and existing under
the laws of the State, owning and operating street and electric
railways between certain points, and that plaintiff was employed
by defendant in hauling trash from its power house, there was
sufficient in the case to show that defendant was a street railway-
company, and not within the fellow-servant statute applicable to
railroads, though there was no direct and affirmative proof of such
fact.— (Johnson vs. Metropolitan Street Railway Company, 78
S. W. Rep., 276.)
MISSOURI.— New Trials— Discretion of Trial Court— Malicious
Prosecution — Damages — Excessive Verdicts.
1. The granting of new trials rests peculiarly within the sound
discretion of the trial court.
2. In circuit courts is vested the authority and the duty to
supervise verdicts, and to grant new trials if the verdict is im-
proper or not sustained by the evidence.
3. In an action for malicious prosecution, although plaintiff's
evidence established his high character, and unjust denouncement
by defendant's servants upon the charge of breach of the peace
and their detention of him prior to arrest, his release on bail, and
discharge after trial, coupled with unprovoked and unjustified in-
sult, so that plaintiff was entitled to liberal redress and punitive
damages, a verdict for $1,500 actual damages and $1,000 exemplary
damages was excessive. — (Farrell vs. St. Louis Transit Company,
78 S. W. Rep., 312.)
MISSOURI. — Street Railways — Injury to Passenger Alighting
— Time to be Allowed — Variance — Impeaching Testimony —
Damages — Instructions — Harmless Error.
1. Where a passenger on a street car has a young girl with her,
extra time should be allowed her in alighting, in view of her de-
lay necessary to assist her companion to alight.
2. There is no variance between a complaint alleging that while
plaintiff was alighting from a street car, and before she had a rea-
sonable time to alight, the car started, and proof that it did not
stop a sufficient time to allow her to alight, in view of her delay
caused in assisting a young girl with her to alight.
3. Judgment will not be reversed for variance, in the absence
of a showing, under Rev. St. 1899, section 655, providing that no
variance shall be deemed material unless proved so by affidavit.
4. The conductor of the street car having testified, in an action
for injury to a passenger in alighting, that the car did not start
till after the passenger had alighted, evidence that while assisting
her to arise from the ground he recognized that she had been
thrown from the car, is admissible to impeach him.
5. Error in an instruction in an action for personal injury, in
which the testimony showed that plaintiffs paid his pnysician $20
for his services, authorizing a recovery for any expenses neces-
sarily incurred for medical attention, instead of leaving it to the
jury to decide whether the amount paid was reasonable, is not ma-
terially prejudicial, so as to require a reversal. — (Hannon vs. St.
Louis Transit Company, 77 S. W. Rep., 158.)
MISSOURI. — Street Railroads — Injury to Passenger — Assault
by Conductor — Petition — Demurrer — Waiver — Statutes — Ap-
peal and Error — Verdict.
1. An appeal on the record, in the absence of a bill of excep-
tions, restricts the court to a review of questions arising on the
face of the record.
2. Where a demurrer to a petition on the ground that defendant
is not a necessary party ,.0 a complete determination of the action
is overruled, an answer on the merits is equivalent to a with-
withdrawal or abandonment of the demurrer, under Rev. St. 1899,
section 602, relating to waiver of objections.
3. A carrier is liable where plaintiff, after a street car had
stopped for the purpose of receiving passengers, and while still,
or slowly moving, attempted to get on, and was violently and
without provocation assaulted by the conductor, causing plaintiff
to fall from the car, whereby he sustained injuries.
4. By pleading to the merits defendant waives all objections to
the petition except that it fails to state facts sufficient to constitute
a cause of action and the objection that the court has no jurisdic-
tion over the subject-matter of the action.
5. Any defects in a petition alleging that plaintiff, after a street
car had stopped for the purpose of receiving passengers, and while
still, or slowly moving, attempted to get on, and was violently as-
saulted by the conductor, causing plaintiff to be thrown and fall
from the car, whereby he sustained injuries, such assault being
without provocation or justification, and committed while plain-
tiff was on the car or step thereof, are cured by verdict, under Rev.
St. 1899, section 629, requiring pleadings to be liberally construed
with a view to substantial justice between the parties. — (Strauss
vs. St. Louis Transit Company, 77 S. W. Rep., 156.)
MISSOURI. — Street Railways — Ejection of Passenger — Injuries
— Action — Declaration of Conductor — Res Gestae — Instruc-
tions.
1. In an action against a street railway company for injuries
sustained by a passenger on his being thrown from a car by the
conductor, the statement of the conductor, made shortly after the
occurrence, and when passengers were crying, "Stop the car!"
to the effect that he was not going to stop the line for a man,
was not admissible as a part of the res gestae.
2. Though plaintiff's witnesses testified that the car proceeded
without stopping, the erroneous admission of the declaration of
the conductor was not harmless.
July 30, 1904.]
STREET RAILWAY JOURNAL.
165
3. In an action against a street railway company, the complain-
ant alleged that plaintiff had refused to pay his fare until the car
had passed a dangerous curve, plaintiff at the time the fare was
demanded having hold of a rail to keep from being thrown from
the car, and being incumbered with packages, but that the con-
ductor threw him from the moving car, which allegations were
sustained by plaintiff's testimony, and the answer alleged that on
refusal to pay his fare the conductor had put plaintiff off without
unnecessary force, which theory was sustained by the conductor's
testimony. The court instructed that if the jury found that plain-
tiff refused to pay his fare the conductor had a right to put him
off, but had no right to use any more force than necessary, nor
to subject him to injury by pushing him off while the car was
moving; and, if the conductor violently pushed him from the car
when it was moving so rapidly as to throw him to the ground and
injure him, plaintiff was entitled to recover. Held, that the in-
struction was not open to the objection that it permitted a recov-
ery on a different cause of action from that stated in the petition. —
(Gotwald vs. St. Louis Transit Company, 77 S. W. Rep., 126.)
MISSOURI— Carriers of Passengers— Street Railway— Landing
Passenger — Running Past Crossing — Proximate Cause of In-
jury— Safe Place to Alight.
1. Running past a street crossing is not the proximate cause of
injury to a street car passenger hurt in an attempt to alight.
2. Where a street car stops 15 feet beyond a street crossing, at
a place where the ground slopes up from the track so as to be on
a level with the car's step at a point reached by a passenger in hei
first step in alighting, but the place from all appearances is safe,
there is no negligence sustaining a recovery by the passenger for
straining the muscles of the leg in alighting. — (Lynch vs. St. Louis
Transit Company, 77 S. W. Rep.. 100.)
MISSOURI. — Street Railways — Injury to Passenger — Duty of
Carrier — Damages — Instructions.
1. Evidence of a passenger on a street car that she was thrown
from the body of the car into the street by a sudden lurch thereof
is sufficient to authorize a finding that there was such an unusual
and severe lurching thereof as to constitute negligence.
2. An instruction in an action for injury to a passenger on a
street car that a common carrier is bound to use the highest de-
gree of care for the safety of its passengers, followed by an in-
struction that if the motorman was negligent, and his negligence
caused the car to lurch, throwing plaintiff into the street, plaintiff
could recover, unless she was not exercising ordinary care, is not
erroneous because the term "highest degree of care" is not de-
fined.
3. An instruction that, if the jury find for plaintiff, they should
assess her such damages as they think, under the evidence, would
compensate her, etc., is not erroneous because using the word
"think" instead of "believe" or "find."- — (Ilges vs. St. Louis Trac-
tion Company, 77 S. W. Rep., 94.)
MISSOURI. — Carriers — Ejection of Passenger — Refusing Money
as Counterfeit — Damages — Evidence of Character.
1. In estimating damages for the wrongful and forcible ejection
of a passenger, his physical pain, though slight, and his mental
suffering naturally resulting, may be considered.
2. The honest expression of opinion by a conductor that money
offered to him for fare is counterfeit, and his refusal to accept it
on that account, he not charging that the passenger knew it was
counterfeit, is not a tort, or an element of damages for the wrong-
ful ejection of the passenger.
3. A passenger, in an action against a carrier for a wrongful
ejection, may not give evidence as to his character, it not being
attacked.
4. Where a passenger is rightfully on a car, and tenders and
continues to tender a lawful money for his fare, which is refused
on the claim that it is counterfeit, he is not required to leave the
car, but may make protest against and reasonably resist ejection.
— (Breen vs. St. Louis Transit Company, 77 S. W. Rep., 78.)
MISSOURI. — Street Railroads — Injuries to Person on Track —
Negligence — Instructions — Evidence — Harmless Error.
1. In an action against a street railway company for the killing
of a child on its track, evidence examined, and held that the ques-
tion of the company's negligence in failing to stop the car in time
to have averted the injury after discovering the child's peril, or
which, by the exercise of ordinary care, could have been discov-
ered, was for the jury.
2. Where the petition in an action against a street railway com-
pany for killing a child on its track alleged that the company's
servants saw the child on the track and approaching thereto in
time to have avoided the accident by stopping the car, an instruc-
tion that the company's servants were not required to stop the
car until they saw, or might have seen by the exercise of reason-
able care, that the child was or about to be placed in a position
of peril, was not outside of the issues.
3. The servants of a street railway company in charge of a car
are required to stop the car when they see, or may see by the ex-
ercise of reasonable care, that a child is in a position of peril by
being on the track, or is about to be placed in such peril.
4. The error, if any, in excluding evidence, is cured by its sub-
sequent admission.
5. The error in excluding from a hypothetical question asked
as an expert as to the space within which a street car could be
stopped the element whether the car was empty was harmless
where on cross-examination the witness testified that it would
make no difference whether the car was empty or filled with
passengers. — Meeker et al. vs. Metropolitan Street Railway Com-
pany, 77 S. W. Rep., 58.)
MISSOURI. — Carriers — Passengers — Street Car — Injury in
Alighting — Sufficiency of Petition — Preliminary Statement of
Counsel — Effect — Assumption of Risk — Duration of Contract
of Carriage — Instruction as to Degree of Care — Contributory
Negligence.
1. A passenger alleged that the defendant company operated an
electric line through a country district; that the car she was on
was an open one; that at a regular station defendant maintained
an elevated wooden platform; that plaintiff notified the conductor
of her desire to alight at this station, and that it was the duty of
the carmen to stop opposite the platform, but they carelessly ran
the car beyond that, and stopped where the ground was three or
four feet below the running board and the surface was rough; that
when the car stopped the conductor carelessly called the name of
the station, and waited for plaintiff to alight, without offering to
assist her; and that in attempting to step carefully onto the ground
by reason of the great distance and the uneven surface, she fell
and was injured. Held, that the petition stated a cause of action,
though it was not expressively averred that the place where the
car stopped was unsafe or dangerous.
2. The opening statement of counsel as to what he expects the
evidence will disclose is not an admission binding on his client, so
as to form a basis for a nonsuit.
3. The doctrine of assumption of risk has no application to the
case of a passenger injured while attempting to alight from an
electric car at a dangerous place selected by the carmen, though
she made no demand to have the car returned to a safe place for
alighting.
4. A passenger's contract for carriage on an electric car covers
the period needed for safely alighting therefrom, during which
she is entitled to be shown the highest degree of care.
5. In an action by a passenger for injuries, an instruction that
defendant is held to "the utmost care, skill and vigilance," ac-
companied by a recital of the particular facts which will sustain a
recovery, is not ground for reversal, in the absence of a request
for amendment, though it does not define the degree of care speci-
fied as that which would be exercised under the circumstances by
very cautious men.
6. An electric car running through a country district ran past a
platform provided for the exit of passengers and across a road,
where it stopped to permit a passenger to alight, the conductor
calling the station. There was a footboard along the side of the
car, and plaintiff was permitted to alight, without assistance or
remonstrance from the carmen, at a place testified by her to have
been 3 or 4 feet, and by others 22 inches below the footboard, and
where the ground was uneven. Held, that she was not guilty of
contributory negligence, though she failed to go along the foot-
board to the rear of the car, which was opposite a level piece of
ground. — (Fillingham s. St. Louis Traction Company, 77 S. W.
Rep., 314.)
MISSOURI. — Street Railroads — Passengers Alighting — Sudden-
ly Starting Car — Negligence — Proximate Cause — Contribu-
tory Negligence.
1. The negligence of a street railway company in suddenly start
ing an open car, by reason of which a passenger standing between
two seats, in the act of alighting, was thrown forward and toward
the adjoining track, in which position he was struck by a car
passing on the adjacent track, held the proximate cause of the
injuries sustained.
2. The statement of a street car passenger, who, because of tin
sudden starting of an open car while he was standing between two
seats, in the act of alighting, was thrown forward toward the ad-
joining track, in which position he was struck by a car passing on
the adjoining track, that when he lost his footing he was not
looking for a car on the adjoining track, but was looking where
hr meant to step, did not show (hat he meant to step onto the
adjoining track without looking, and so did not show that he
was guilty of contributory negligence,
3. It is the duty of street car companies to stop their cars long
enough to permit passengers to alight safely, and to start a car
without giving ample time for this purpose is actionable negli-
1 66
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
gence. — (Scamell vs. St. Louis Transit Company, 76 S. W. Rep.,
660.)
MISSOURI. — Carriers — Street Cars — Injury to Passenger — Pre-
mature Start- — Damages — Earning Capacity — Future Pain
and Suffering — Excessiveness.
1. Where, in an action for injuries, plaintiff testified that she
was keeping a boarding house when she was injured, and that
prior to her injury she did certain necessary work with reference
thereto, and that after her injury she was unable to do any such
work, and was compelled to hire others to do it, whose services
cost her a certain sum each week, an instruction submitting loss
of earning capacity as an element of plaintiff's damages was
proper.
2. Where there was evidence that plaintiff's injuries were per-
manent, or were reasonably certain to last an indefinite period,
and continue to cause bodily pain and mental anguish, such future
pain and anguish constituted proper elements of damage, though
plaintiff's injuries were not such as to be externally visible.
3. In an action for injuries to a passenger while attempting to
board a street car by reason of a premature start, evidence held
insufficient to show that a verdict for $2,000 was excessive. — (Bat-
ten vs. St. Louis Transit Company, 76 S. W. Rep., 728.)
MISSOURI. — Carriers — Negligence — Contributory Negligence —
Evidence — Instructions — Credibility of Witnesses.
1. A passenger was alighting from a street car, and her left foot
was on the lower step and her right foot in the air, and she had
released her hold of the hand rail, when the car suddenly started,
and, to prevent being thrown on the ground, she threw herself
backward in an effort to remain on the car, but missed the car,
and was injured. Held, that the passenger was not guilty of con-
tributory negligence.
2. Where there was no conflict in the testimony, and no wit-
ness made any inconsistent or contradictory statement, and no
effort was made to impeach any of them, it was proper to refuse
an instruction that the jury were the sole judges of the credibility
of witnesses and the probability or improbability of the testimony
of any of the witnesses; and that, if they believed any witness had
sworn falsely, they might disregard his whole testimony. — (Brazis
vs. St. Louis Transit Company, 76 S. W. Rep., 708.)
MISSOURI.— Street Railways— Negligence — Collision With
Vehicle — Contributory Negligence — Evidence — Contradic-
tory Physical Facts — Comparative Negligence.
1. Where, in an action against a street railway for damages by
a collision between a car and plaintiff's wagon, the physical facts
show that, if plaintiff had looked before driving on the track he
could have seen the car, his testimony that he looked, but did not
see the car, should be withdrawn from the consideration of the
jury.
2. Where, if the motorman of a street car had kept a vigilant
watch, he would have seen plaintiff's perilous position in time to
have stopped his car and avoided the collision, the railroad is
liable, though plaintiff drove upon the track without looking or
listening.
3. Where, without looking or listening, one drove on a street
railway track so near to an approaching car that it could not be
stopped in time to avoid a collision, the railroad was not liable,
though the motorman failed to sound his gong.
4. Where one driving a vehicle and approaching a street railway
track sees the car approaching, but continues on his course with-
out again looking to see whether he can safely cross, he is guilt>
of contributory negligence, precluding recovery.
5. In an action against a street railway for damages from a col-
lision between plaintiff's wagon and a car, plaintiff testified that
on approaching the tracks he looked for a car, but did not see
one until the front wheels of his wagon were on the track. The
physical facts showed that the car must have been in sight when
he looked. Held, that an instruction that if defendant could have
averted the accident after discovering plaintiff's peril, but failed to
do so, it was liable, irrespective of whether plaintiff exercised
care to look out for the car, if plaintiff exercised ordinary care
to avoid the accident after he became aware of his danger, was
erroneous, as authorizing a recovery on the assumption that plain-
tiff was guilty of no contributory negligence, provided he used
diligence to get over the track after the front wheels of the wagon
were on it. — (Barrie vs. St. Louis Transit Company, 76 S. W. Rep.,
706.)
MISSOURI. — Street Railways — Passengers — Negligence — Sud-
den Starting of Car — Contributory Negligence — Question for
Jury — Instructions.
1. Where a passenger on a street car signaled the motorman
to stop for a certain crossing, and the car slowed down, as the
passenger supposed, in response to the signal, and while it was
moving at the rate of about three miles an hour he undertook to
alight, and the car suddenly started forward, whereby he sustained
injuries, the passenger was not guilty of negligence as a matter
of law.
2. The question whether a passenger may safely alight from a
street car moving at the rate of three miles an hour, depending as
it does largely on the surroundings, expertness of the passengers,
etc., is a question of fact for the jury.
3. In an action for injuries sustained by a passenger who was
attempting to alight from a street car moving at the rate of three
miles an hour when the car suddenly started forward, the use in
an instruction of the word "slowly" with reference to the speed
of the car was not erroneous, especially where other instructions
fully and correctly submitted the issue of contributory negligence.
4. In an action against a street railway company for injuries
sustained by a passenger, where it appeared that his legs and
shoulders were badly bruised, and that he was badly shocked,
and confined to his bed, but propped up therein, not being able
to lie down, for five or six weeks, and had pleurisy, spat blood
and suffered great bodily pain, and that his legs for a time were
bruised, and that he was still lame and suffered pain in his legs, a
verdict for $2,000 was not excessive. — (Dawson vs. St. Louis Tran-
sit Company, 76 S. W. Rep., 690.)
MISSOURI.— Street Railroads— Collisions — Negligence — Suf-
ficiency of Evidence.
1. In an action for injuries to a team by a collision with a street
car, held, that a verdict for plaintiff was not supported by the evi-
dence; the physical facts showing its unsoundness.
2. While the court on appeal is reluctant to interfere with a ver-
dict on the ground of insufficient evidence, it will not accept as
conclusive one given at the first hearing, if it cannot be accounted
for by rational theories. — (Spiro vs. St. Louis Transit Company,
76 S. W. Rep., 684.)
MISSOURI. — Street Railroads — Negligence — Personal Injuries
— Contributory Negligence — Collision With Vehicle — Ques-
tion for Jury — Instructions — Generality — Right to Object —
Waiver.
1. In an action against a street car company for injuries caused
by defendant's car colliding with plaintiff's buggy from the rear,
evidence considered and held to require submission of the issue
whether plaintiff was guilty of contributory negligence.
2. In an action against a street car company for personal in-
juries resulting from defendant's car colliding with plaintiff's
wagon, an instruction, if the servants of defendant negligently
ran the car upon the plaintiff's team, and by ordinary care could
have avoided doing so, and such negligence was the cause of the
injuries, to find for plaintiff, did not constitute reversible error
because too general, where other charges restricted plaintiff's
recovery to the negligence specifically pleaded.
3. In an action for personal injuries, in which the petition con-
tained allegations of general damages, and defendant did not ob-
ject to evidence on plaintiff's earning capacity, it thereby waived
its right to object to an instruction authorizing the awarding of
damages for loss of time. — (Twelkemeyer vs. St. Louis Traction
Company, 76 S. W. Rep., 682.)
TROLLEY-WHEEL PATENT DECISION
United States Circuit Court of Appeals for the Sixth Circuit,
that of Cincinnati, recently decided that the trolley wheel of the
Star Brass Works, of Kalamazoo, is not an infringement of the
Anderson patent No. 412,155, owned by the General Electric Com-
pany. The case was brought before the court on an appeal from
the Circuit Court of the United States for the Wesern District of
Michigan.
The suit for infringement was on the eighth claim of the patent,
which covered "the combination, with a trolley frame and trolley
wheel, of metallic conducting brushes, g2, between the hubs of
the trolley wheel and the said frame, to operate substantially as
described." The court construed this claim as requiring the
springs to be located inside the harp. In the present form of
trolley wheel manufactured by the Star Brass Works, and which
is covered by a patent. No. 690,639, the spring is placed on the
outside of the harp. Here it is protected against injury from
without by being placed in a deep recess, and against injury from
within by the intervening frame. The court held that "a patent
for protecting a spring by locating it on the inside of the trolley
harp is not infringed by placing it in a recess on the outside any
more than a patent for protecting it by counter-sinking it on the
outside is infringed by locating it wholly on the inside. Although
the result may be the same, the device is different, and the patent
covers only the device." The judgment of the lower court was,
therefore, reversed.
July 30, 1904.]
STREET RAILWAY JOURNAL.
167
FINANCIAL INTELLIGENCE
Wall Street, July 27, 1904.
The Money Market
A somewhat firmer tendency has developed in the money mar-
ket during the week. Rates on call loans have remained the
same, but on time loans they are fractionally higher all around.
Sixty-day maturities have hardened .from 1% to 2 per cent and,
whereas a little while ago, six months money was offered freely at
354 Per cent, 354 is the figure which bankers now hold out for.
This slight advance is a reflection of conditions prospective rather
than present. At the moment the plethora of idle capital contin-
ues, the surplus, as shown in last Saturady's statement, having
reached the exceptionally high level of $50,000,000. No immedi-
ate signs have appeared of a slackening in the currency movement
inward from the interior ; on the contrary receipts of cash from the
country last week exceeded considerably the average of the weeks
directly preceding. This extreme ease of the immediate situation is
summed up in the market for call money, which, in spite of the
more active speculation in securities, has frequently loaned as low
as ^4 of 1 per cent within the last few days. In fixing their terms
for the longer advances, however, bankers have been governed
more by the consideration that it will soon be time for the interior
institutions to begin their usual autumn drafts on their New
York deposits. These deposits this season are unusually large.
Moreover, if present indications are borne out there will be an
unusually heavy crop yield this year at considerably more than
the average prices. For these two reasons, it is quite likely that
the drafts upon New York balances during the approaching
autumn will be very much larger than the ordinary. To this prob-
ability is now added a new feature of the situation which has not
developed until this week. Sterling exchange, after persistently
refusing to recognize the easy condition of the local money
market, has reflected a sudden and remarkable reversal of opinion.
It is now perceived that strange as it may seem at this period of
the year, the conditions favor high rather than low rates of ex-
change. Not only has all idea of gold imports been abandoned,
but with the marked tendency of foreign money to harden, while
our market keeps stationary, there is strong likelihood of a re-
newal of gold exports. Tn fact exchange has already advanced to
the point where shipments to London direct are very nearly in
sight. That this extraordinary spectacle has had something to do
with the hardening of time money, there is every reason to be-
lieve ; if exports of gold do actually set in, we may expect the
money market to make more of a response.
The Stock riarket
The rise in prices after continuing enthusiastically during the
first half of the week under review, has within the last few d.ays
encountered a sharp check. There are several reasons more or
less obvious for speculative sentiment becoming less confident.
One of these, and perhaps the main one, has been the disturbance
occasioned in foreign financial circles by the seizure and sinking
of English ships by Russian war vessels. This has stopped what-
ever desire there might have been abroad to enter the American
market, and it has besides caused considerable selling of our se-
curities for foreign account. Another influence against the mar-
ket has been the extension of the beef strike, and the outbreak of
labor troubles in the New England cotton mills. Still another re-
tarding incident is the sudden advance in exchange with the at-
tendant prospect of gold exports referred to in the paragraph
above. Good judges of Wall Street conditions do not, however,
deceive themselves that these are more than supplementary fac-
tors in this week's decline. The governing reason unquestionably
has been the necessity always belonging to a rising market,
to have its sharp reactions from time to time, clearing away the
extravagances which have developed from too eager speculative
operations. A perfectly natural set back is really what the Stock
Exchange has witnessed during the last few days. The news in
which the financial situation is most deeply concerned — the crop
reports — is still of the most encouraging character. Since the
first week of the month the weather throughout the country has
been almost perfect for the advancement of all crops. That im-
provement in conditions has occurred everywhere, with the pos-
sible exception of parts of the spring wheat territory, is un-
doubtedly true. The market is bound to respond to this power-
ful stimulus in time, whether or not it decides to rest for the
immediate future.
The local tractions have followed the course of the general
market, without developing any noteworthy feature by them-
selves. Brooklyn Rapid Transit has suffered from liquidation of
speculative holdings created on the recent rise, and scattered
selling has carried Metropolitan off over 3 points from its late
top figure. Manhattan has been inactive.
Philadelphia
As a rule, prices have worked lower in the Philadelphia market
during the week. The traction list has felt the effect of the
reactionary tendency in other directions, but losses have been
limited pretty generally to fractions. Philadelphia Company
common is off the most of any, having dropped 1 54 per cent from
40J4 to 39. The action of this stock for some time has sug-
gested that the interests who have been trying to put it up have
had by no means an easy task. The preferred lost a half-point
on the week, from 45^4 to 45%. All the other leading specialties
were reactionary, Rapid Transit falling back from 1454 to 1354,
Philadelphia Traction from 98% to 9854. On the other hand, Phil-
adelphia Electric was comparatively strong, advancing from 654
to 6%, and in the general decline not losing quite all its gain.
American Railways, after selling at 4754, dropped to 4754 on
sales of 300 shares. Consolidated Traction of New Jersey was
steady, 450 shares changing hands at 67. Other minor transac-
tions comprised 100 shares of Reading Traction at 32, Thirteenth
and Fifteenth Streets Passenger at 305 and 300, Fairmount Park
Transportation (210 shares ( at if» Philadelphia City Passenger at
201, and Hestonville Passenger at 47.
Chicago
The Chicago dealings in the traction group have again this
week been only trifling. Except as a matter of record they are
hardly worth recording. One hundred South Side Elevated sold
at 91 J-< to 91 Y%, and 100 Northwestern Elevated common at 16.
Otherwise transactions were confined to small odd lots, compris-
ing West Chicago between 43 and 4254, North Chicago at 71 and
72, City Railway at 175, and Metropolitan Elevated preferred at
5554- The steel requirements of the South Side Elevated Rail-
road for its extensions will aggregate 25,000 to 30,000 tons and
the company is said to be shopping around for the material.
Stockholders in all likelihood will vote for the bond issue to
provide for these extensions at the special meeting August 9.
Injunction proceedings have been commenced in the Circuit Court
for an order restraining the elevated railroads from further using
the Union Loop. The charge is set forth that the Union Loop
is an obstruction to travel, shuts out light from the abutting
buildings, and creates too much noise. Officials of the road say
the whole thing is an attempt at political holdup.
Other Traction Securities
The weakness in Massachusetts Electric issues has been the
incident of the week in Boston. From 21 54, two weeks ago, and
20 a week ago, the common fell to 17% on fairly large sales. The
preferred, on lighter trading, broke violently from 74 to 6g54.
It is thought that the main cause of this decline, as well as the
very apparent heaviness of the stocks for some time past, will be
revealed when the company's next earnings statement is pub-
lished. Boston Elevated, after a reaction to 151, recovered to
152^4, mostly on odd lot purchases. West End common went at
9154, and the preferred from 11 1 to 112. In Baltimore the feature
of the week was a further recovery in United Railways issues.
The stock was very active, rising from 7^4 to 8^4, and receding
to 8. Nearly 1000 shares changed hands between 8 and 8%. The
income bonds reached 49, but reacted later to 4754. The general
4s sold as low as 90% and as high as 92, ending at 92. Anacostia
& Potomac 5s continued their rise of the week before, selling up
from too to 101.34. Other sales comprised City & Suburban
(Washington) 5s at 101, Richmond Traction 5s at 103, City &
Suburban (Baltimore) 5s at 113% and 113*4, City Passenger
454s at 10254, and Charleston Consolidated 5s at 85. On the
New York curb trading was rather broader than in the preceding
weeks. Interborough Rapid Transit was the feature still, over
4000 shares being dealt in between 132 and 134 in the week end-
ing Saturday. On Monday the stock advanced from 13274 to
133}^, and yesterday on sales of 1500 shares it went to I33-54- Other
i68
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
transactions comprised odd lots of American Light & Traction,
the common at SQlA to 51H. the preferred at 91^2 to 92; New
Orleans Railway common (235 shares) at gT/i to g3/$, the pre-
ferred (100 shares) at 2g% ; St. Louis Transit (60 shares) at
10^2, Nassau Electric 4s at 82% to 83, and Washington Trac-
tion 4s 78^ to 79. Indianapolis Street Railway 4 per cent bonds
were the feature of the trading in Cincinnati last week. Nearly
$100,000 worth changed hands in small lots at prices ranging from
83 to 85%. Detroit United stock showed considerable activity,
and it advanced from 66 to 68. Cincinnati Street Railway sold at
141 and 142. Bond sales were also very heavy in Cleveland, the
demand being particularly strong for early maturities. Detroit
Citizens 5s to the par value of over $200,000 sold at 100^. Cleve-
land Electric consolidated 5s sold at I02T4 to 1021/ for $66,000
worth. Northern Texas Traction 5s brought 80 to 8oJ/> for $18,-
000 worth. Cleveland Electric stock showed unusual activity, and
it advanced from 72l/2 to 73T< on sales of 575 shares. Northern
Ohio Traction & Light stock advanced to 14% on sales of 175
shares.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
last week :
Closing Bid
July 19 July 26
American Railways 47% 47
Aurora, Elgin & Chicago — al2
Boston Elevated 151% 152%
Brooklyn Rapid Transit 52% 50%
Chicago City 175 170
Chicago Union Traction (common) 4% 4%
Chicago Union Traction (preferred) a30 —
Cleveland Electric 73% 71%
Consolidated Traction of New Jersey 66% 66%
Consolidated Traction of New Jersey 5s 108% 108%
Detroit United 67% 61%
Tnterhorough Rapid Transit 133% 133
Lake Shore Electric (preferred) — —
Lake Street Elevated 3% 3%
Manhattan Railway 152 150%
Massachusetts Electric Cos. (common) 19% 17%
Massachusetts Electric Cos. (preferred) 73 70
Metropolitan Elevated, Chicago (common) 19% 19%
Metropolitan Elevated. Chicago (preferred) 52% 54
Metropolitan Street 117% 115
Metropolitan Securities 88% 86%
New Orleans Railways (common) 9% 9%
New Orleans Railways (preferred) 29% 29
New Orleans Railways, 4%s 72 73
North American 88% 87%
Northern Ohio Traction & Light al5% 13%
Philadelphia Company (common) 39% 39
Philadelphia Rapid Transit 13% 13
Philadelphia Traction 98% 98%
St. Louis (common) 11% 10%
South Side Elevated (Chicago) 91% 91%
Third Avenue 121% 117%
Twin City, Minneapolis (common) 95% 95
Union Traction (Philadelphia) 54% 54
United Railways, St. Louis (preferred) 54% 54
West End (common) 91 91
West End (preferred) 110 111
a Asked.
Iron and Steel
The Steel Corporation's report for the June quarter, issued
yesterday afternoon, is likely to start discussion afresh as to the
present tendency in the iron trade. Net earnings for the three
months reach close to $20,000,000, which is as good as expected,
and the company shows a comfortable surplus after payment of
preferred dividends against a deficit for the March quarter. But
in the unfilled orders on hand a large decrease is shown, both in
comparison with three months ago and a year ago. This might
seem to bear out the recent assertions that there has been no real
improvement in the trade situation, were it not for the fact that
the decrease in orders on hand from July, 1903, no more than
corresponds in proportion to the decrease in earnings. Quota-
tions are as follows: Bessemer pig iron $12.35, Bessemer steel
$23, and steel rails $28.
Hetals.
Quotations for the leading metals are as follows: Copper 12%
cents, tin 25 15-16 cents, lead 4T4 cents, and spelter 4 15-16 cents.
THE RICHMOND RECEIVERSHIP
As noted in the Street Railway Journal of July 23, William
Northrop and Henry T. Wickham were appointed on July 16 by
the United States Circuit Court for the Eastern District of Vir-
ginia as receivers of the Virginia Passenger & Power Company,
the Richmond Passenger & Power Company and the Richmond
Traction Company. Mr. Northrop, who is in charge of the opera-
tion of these properties, is the assistant secretary and assistant
treasurer of the three companies, while Mr. Wickham is a well-
known financial authority in Virginia.
The first act of the receivers was to begin an inventory of the
property of the consolidated companies, to be presented to Judge
Edmund Waddill, Jr., of the Federal Court. It is understood
that no change in the policy or operation of the properties will
be made for some time, if at all. The officials in charge of the
several departments have been retained in their old positions at
the same salaries. Meanwhile the proceedings instituted by the
Corporation Court of Petersburg by Messrs. Fisher, Davis and
Rogers continue to be heard, and will probably be concluded
in a few days. In that proceeding, as previously mentioned, re-
ceivers are asked for the Virginia Passenger & Power Company
alone. It is difficult to see just what would be the effect if Judge
Mullen, in the State Court, would grant their plea, for such action
would conflict with that taken by the Federal Court.
The business of the railway lines of this city and suburbs Sun-
day, July 17, the first day under the receivership, was unusually
large. Travel to and from the parks in the afternoon and evening
and on the city lines during business hours and in the evening
on July 18, was above the average, the warmer weather causing
more general patronage of the trolley lines.
It is alleged in the bill of the Bowling Green Trust Company,
which prevailed upon Judge Waddill to appoint a receiver, that'
the Virginia Passenger & Power Company has failed to pay its
taxes due upon its property on Jan. 1, 1904, and is still in default
that it has failed to keep up the insurance on some of its proper-
ties, as agreed to; that it has repeatedly defaulted on its interest,
and now owes large sums to the holders of its coupons. The
complainant further alleges that during the year 1903 the con-
stituent companies failed to earn their fixed charges over and
above operating expenses, and that the results of operating of
said properties for the year shows total deficit of $648,602.80, and
that the floating debt of the Virginia Passenger & Power Com-
pany on Dec. 31, 1903, aggregated the sum of $3,026,523.49.
It should be stated here that the interest on the bonds of the
Traction Company has been paid since this bill was filed.
The complexity of the Richmond traction situation has been
increased further by the action of Miles M. Martin and George A.
Ainslie, former counsel for George E. Fisher in his various street
railway transactions, who have filed suit against Fisher through
their attorney, James E. Cannon, in the Chancery Court for $6,500
alleged to be due for professional services. An attachment has
been accordingly issued against anything of monetary value which
may be due to Mr. Fisher from his Richmond street railway and
other interests in Richmond. A copy has been served upon the
Virginia Passenger & Power Company by the Sheriff.
♦♦♦
TRACKLESS TROLLEY CHARTER REFUSED IN
PENNSYLVANIA
Attorney-General Carson has given an interesting opinion to
Governor Pennypacker on the status of trackless trolley com-
panies, in which he advises against the granting of a charter to
the Sayre Trackless Trolley Company, because the purpose for
which the company sought a charter is not within the provisions
of the acts of Assembly authorizing the granting of charters.
An application for a charter was made by the company for the
purpose of installing and operating a line of trackless cars and
coaches, with electric power, to furnish transportation for the
public in the boroughs of South Waverly, Sayre and Athens, in
Bradford County. After discussing the acts of Assembly which
provide for the granting of charters, and commenting on the
language of the acts, the attorney-general says:
"All existing companies are subject to restraint. This pro-
posed new company would be without restraint. No statute ap-
plies to it. It is not a railroad, nor a railway, nor an omnibus
line. If it were attempted to subject it to the restraint of existing
statutes, it might be found that no statute in terms applied to it,
and that no statute could be judicially stretched so as to cover it.
Hence, a gigantic creature of the State's begetting would arise
to roam at will, uncontrollable because beyond the reach of ex-
isting law."
July 30, 1904.]
STREET RAILWAY JOURNAL.
169
RAILROAD MEN ENJOY BATHING AND FISH DINNER AT
MANHATTAN BEACH
Prominent railroad officials and their invited guests who are
accustomed to participate annually in a Coney Island fish dinner
did so for the ninth time on the evening of July 22 at the Man-
hattan Beach Hotel. The committee of arrangements consisted
of H. H. Vreeland, president New York City Railway Company;
W. F. Potter, general manager Long Island Railroad; D. M.
Brady, president Brady Brass Company, and George W. West,
superintendent of motive power, New York, Ontario & Western
Railroad.
The party, which numbered about seventy, was taken to Man-
hattan Beach in a special train over the Long Island Railroad.
On arriving at Manhattan Beach, the guests enjoyed a dip in the
sea. After the dinner, which was as good as any other ever
served for a like event, a brief time was pleasantly spent upon the
pier, and the evening was concluded at the beach theater.
The outing was a most enjoyable one in every respect, and the
committee of arrangements received many deserved congratu-
lations.
♦♦♦ —
AN IMPORTANT ORDER OF MASSACHUSETTS COMMIS-
SIONERS ON FARE QUESTION
The Massachusetts Railroad Commissioners have recently
handed down a decision in which they hold that if, when a street
railway company applies for a location, it chooses, instead of
relying upon its rights to leave fares for the future determination
as to what may prove to be reasonable charges, to pledge itself
to specific rates, its failure immediately to realize the expected
profit does not justify it in the establishment of a higher rate in
violation of the assurances given. The order deals with the com-
plaint of the Mayor and Aldermen of Haverhill concerning fares
upon the Haverhill & Southern New Hampshire Street Railway.
In it the board also adheres to the theory that fare limits should
be largely governed by the location of communities, rather than
by exact distances. The company in question had sought to es-
tablish a mileage basis, claiming that between three and four
miles is as far as it ought to carry a passenger for 5 cents.
The text of the order is as follows:
The Haverhill & Southern New Hampshire Street Railway Company has
been in operation about two years. The company has secured from the Board
of Aldermen of Haverhill a location in that city, offering as an inducement
therefor the promise of a 5-cent fare within the city limits. This arrangement
as to fare was made one of the conditions of the grant of location.
In the recent case of Keefe against the Lexington & Boston Street Railway
Company it was decided that a condition in a street railway location which
purports to establish fares is not legally binding upon the company, as boards
of aldermen and selectmen under existing statutes have no authority to
regulate fares upon street railways.
The Haverhill & Southern New Hampshire Company has now raised its
fares, and among other changes has increased the charge between Haver-
hill Square and Ayer's Village from 5 to 10 cents. It is contended that
under the old rates the company has been unable to operate its railway with
profit.
In establishing the new fare limits the company attempted to carry out a
sort of a mileage basis for rates charged, claiming that between 3 and 4
miles is as far as it ought to carry a passenger for five cents. This new
theory as to the establishment of fare limits overthrows the commonly
recognized custom of fixing fare limits with reference to points where pa-
trons have occasion to regularly take or leave the cars in large numbers. We
doubt the wisdom of this change, as we believe that the interests of the public,
and in the end those of the company, will more likely be served by adher-
ence to the theory that fare limits should be largely governed by the location
of communities rather than by exact distances.
The Haverhill & Southern New Hampshire Street Railway Company is
part of a system controlled by companies having, to be sure, a separate cor-
porate existence but a common ownership of stock and a common manage-
ment. An examination of conditions of traffic upon all parts of this system
is therefore pertinent to the decision of such a question as that raised here.
If wc assume that these companies may rightfully undertake to increase
their receipts in some way we arc not satisfied that the 10-cent fare between
Haverhill Square and Ayer's Village is justifiable. Haverhill Square is
about 5 miles from Ayer's Village, both places being within the city of
Haverhill. The new fare of 10 cents between these points, a rate of about
2 cents a mile, is higher than the usual charge found upon steam railroads
in suburban travel.
Nor do we consider that a 10-cent fare between these points is a reason-
able charge when considered in connection with other fares in force else-
where upon street railways under conditions which permit some measure
of comparison.
Boards of aldermen and selectmen, in granting street railway locations in the
streets, naturally inquire into the purpose of those who seek to obtain them.
If at such a time, instead of relying upon its rights to leave fares to future
determination as to what may prove to be reasonable charges, a company
chooses to pledge itself to specific rates, its failure to realize at once the
expected profit from the undertaking would hardly justify the establishment
of a higher rate of charge in violation of the assurances given. Relying up-
on these assurances not only may the public authorities have been induced to
grant rights in the streets in the expectation of relieving congested districts
in city and town centers by a better distribution of homes, but individuals, in
many instances in considerable numbers, may have been lead to change their
places of residence in furtherance of the same purpose.
But however this may be, we are of the opinion that the increase of fare
between Haverhill and Ayers Village imposes a disproportionate burden upon
that portion of the traveling public which is required to pay it, and for that
reason a lower charge must be recommended.
■
NEW YORK ALDERMEN GRANT APPLICATION OF NEW
YORK, WESTCHESTER & BOSTON RAILROAD
With only eight dissenting votes, the Board of Aldermen, on
July 26, approved the application of the New York, Westchester &
Boston Railroad for permission to cross the streets of Bronx
Borough in the construction of an electric railway to various
points in Westchester County, including a spur to White Plains
and another to the Connecticut State line at the village of Port
Chester. Sixty-two affirmative votes were cast on the passage of
the resolution after a favorable report had been received from the
railroad committee. During the debate on the Westchester grant
Aid. McCall, the nominal Tammany leader of the Board, prom-
ised that at the next meeting, to be held Aug. 9, a report would be
made on the application of the New York & Portchester Railroad
Company, so that that matter could be disposed of by the mem-
bers at that time. The resolution now goes to Mayor McClellan
for action.
Immediately on the passage of the resolution a statement was
issued by the banking house of Dick & Robinson, of New York,
which is financing the Westchester line, in which it is stated that
the Westchester Company will enter the field to bid for the con-
struction and operation of the proposed East Side Subway, which
will extend from the lower end of New York City up Broadway
and Lexington Avenue to the Harlem River. This would enable
the company, if it got the contract, to make a connection with its
Westchester line at Third Avenue and 138th Street, making pos-
sible an interchange of cars and the operation of through trains
from White Plains and the cities and towns along Long Island
Sound and the Bronx to the Battery.
Dick & Robinson state that the general supervision of the road
will be under Samuel Hunt, vice-president of the company and
one of the trustees for the City of Cincinnati of the Cincinnati
Southern Railroad, while the engineering plans will be under the
direction of John Bogart, formerly State Engineer of New York.
James P. McDonald will be the contractor, he having had twenty-
five years of experience building roads in this country, South
America and the West Indies. They say he will put 15,000 men
and all the necessary plant to work as soon as the right of way is
obtained, the contract calling for the completion of the road in
two years.
ILLINOIS TUNNEL COMPANY BUYS TERMINAL SITE
A site for a general terminal of the Illinois Tunnel Company's
system of underground electric railways has been secured by the
company at a cost of $2,500,000, through the purchase of the prop-
erty on the west bank of the Chicago River, north of Taylor
Street, now occupied by the Albert Dickinson Company's seed
warehouses and owned by the Chicago Dock Company. The tun-
nel company will proceed immediately to remodel the property,
and promises to have its lines in use by November for general
transportation under the streets of much traffic now carried on
the surface. On all sides of the purchased tract, which measures
404 ft. north and south and 700 ft. east and west, are the terminals
of trunk lines. The property has connection with all the rail-
roads and is adjacent to the tunnel company's large conduit under
Taylor Street, which connects the tunnels under the business dis-
trict of the South Side with the West Side tunnels.
"On the terminal site," said Albert G. Wheeler, president of
the Illinois Tunnel Company, "we shall have a general distributing
system for the transportation of freight between stores and ware-
houses and the steam railroads. We also will have our own
power plant. We shall spend $1,500,000 immediately and im-
prove the property gradually."
The most important feature of this practical completion of
the tunnel company's equipment will be the probable ending of
street congestion in downtown districts by heavy teaming. A
tunnel extending under nearly all the important streets of the
loop district, and connections will be made with all the large
wholesale and retail houses and business blocks. It is the inten-
tion of the company to haul all kinds of freight and material to and
from these big establishments, to carry goods from the stores to
outlying distributing centers, and to transport all kinds of refuse
which collects in the large business blocks.
170
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
FIRE IN EAST ST. LOUIS POWER HOUSE
ANOTHER PROPOSED FRANCHISE ORDINANCE FOR THE
CHICAGO CITY RAILWAY COMPANY
Fire damaged the power house of the East St. Louis & Subur-
ban Railway Company one evening last week. It started in the
boiler room, and is believed to have originated from spontaneous
combustion. Hundreds of passengers on the cars of the inter-
urban system of the company, spreading over 122 miles of country
adjacent to East St. Louis, were compelled to walk to their destina-
tions or remain in the cars. The automatic coal bins and stokers
were the first to be destroyed. Every available fireman in East St.
Louis was summoned, and the entire force concentrated upon a
fire wall, 4 ft. 6 ins. thick, which separated the boiler room from
the engines and generators. The flames were stopped at this wall
and the million-dollar plant was saved, the chief damage being
the explosion of one boiler shortly after the fire started, and the
bursting of one of the main steam pipes. As every car on the
system is equipped with a telephone, the general office communi-
cated with all conductors, informed them of the reason for the
shutting off of the power, and told them to stay with their cars
until morning. With the break in the power supply, came the
extinguishing of all the electric light in East St. Louis, as the
railway plant furnishes power for both private lights and the city
lighting service. The steam pipe which burst was the principal
feeder from the boiler room to the engines, and until this was re-
paired no power of any kind could be furnished. The break was
repaired early the next morning and service resumed. With the
assistance of the St. Louis Transit Company, the cars on the city
lines were given sufficient power to take them to the sheds. The
loss is estimated between $15,000 and $50,000.
— — - ♦ ♦
EARNINGS OF THE PITTSBURG, McKEESPORT & GREENS-
BURG RAILWAY COMPANY
The Pittsburg, McKeesport & Greensburg Railway Company,
of Greensburg, Pa., report as follows for the year ending Dec. 31,
1903:
Gross Net
Earnings Expenses Earnings
1902 $99,308.28 $57,519.93 $41,788.35
1903 124,533.54 70,454.63 54,078.91
The following is a statement for the six months ending July 1 :
Gross Net
Earnings Expenses Earnings
1903 $55,967.28 $32,935.26 $23,032.02
1904 68,644.73 38,550.85 30,093.88
Gain, $12,677.35 = 22.6 per cent.
The Pittsburg, McKeesport & Greensburg Railway Company
is a consolidation of the Westmoreland Railway Company and the
Greensburg & Hempfield Electric Street Railway Company. The
railway passes through Irwin, Jeannette and Greensburg to
Youngwood and Hunker. Extensions are also being built to
Trafford City for connection with the Pittsburg Railways Com-
pany. The company takes power from the Westmoreland Light,
Heat & Power Company. Charles L. Walther, of Pittsburg, has
recently been elected director of the company in place of E. M.
Prindle, of New York. The other directors are Edward Bailey,
of Harrisburg, Pa.; E. C. Gibson, L. B. Huff, Richard Coulter,
Jr.; W. D. Chapman, of Greensburg, Pa., and J. E. Studley, of
Providence, R. I.
—
DR. PERRINE'S NEW WORK
Dr. Frederic A. C. Perrine, who has resigned from the vice-
presidency and general management of the Stanley Electric Manu-
facturing Company, to be succeeded by C. C. Chesney, has been
elected president of the Construction Company of America. This
company last year secured control of the Sheboygan (Wis.) Light,
Power & Railway Company, and built the electric interurban line
between Sheboygan and Plymouth, Wis. It owns a franchise in
the city of Port Washington, Wis., and has procured the neces-
sary right of way for an interurban line to Cedar Grove, a village
located about midway between Sheboygan and Port Washington.
It is understood that work on this line will be begun this year.
Herman A. Strauss, formerly of the engineering department of
the Construction Company of America, has been placed in charge
of the company's interests at Sheboygan. The company contem-
plates also building a line to connect Plymouth with Chilton, Wis.
M. D. Barr, second vice-president of the Stanley Electric Manu-
facturing Company, was the former president of the Construction
Company.
The local transportation committee of the Chicago City Council
has at last drawn up another franchise ordinance for the Chicago
City Railway Company. Last year the local transportation com-
mittee drew up a lengthy ordinance, which came to naught be-
cause of a disagreement as to the compensation to be paid the
city for the franchise. The local transportation committee of this
year's Council has just completed another ordinance which in-
cludes a compensation clause. The ordinance is based on the
theory that franchises granted prior to 1875 run for ninety-nine
years from the time they were granted, as decided recently by
Judge Grosscup. By averaging the lives of the various franchises
owned by the company, the local transportation committee fixed
upon thirteen years as the life for a blanket franchise covering all
the lines. The ordinance provides that at the end of thirteen
years the city may take over the property of the company on pay-
ing a fair price therefor, or it may allow the company to operate
thereafter up to twenty years from the date of the original grant.
Franchise is to end absolutely at the end of twenty years. The
company is to put the plant in thoroughly modern condition in the
first three years, at an estimated cost of $15,000,000. As compen-
sation for the franchise, the company is to pay to the city 5 per
cent of its gross receipts each year for the thirteen-year period
and for each year operated thereafter, up to twenty years, it is to
pay 10 per cent per annum. Five cents fare is to be charged, but
the city reserves the right to change the percentage of gross re-
ceipts prescribed to be paid to it into a lower fare at any time.
The company must give transfers and receive transfers from the
Belt Line planned for Twelfth, Halsted and Indiana Streets by
George A. Yuille. This route begins at Wabash Avenue and
Twelfth Street on the south, runs west on Twelfth Street to
Halsted, north on Halsted to Indiana Street, east on Indiana
Street to North State Street. In addition, Halsted Street is to
have through service from one end of the street to the other. The
ordinance has been favorably received by the Council committee
and the Chicago City Railway Company's representatives.
If the city desires to buy the company's lines at the end of the
thirteen-year period and transfer the franchise to another com-
pany it must give the company written notice of such intention at
least one year, and not more than two years, prior to the time of
purchase.
The company must waive its rights under the ninety-nine-year
act and all the rights it has in unexpired franchises in return for
the new blanket franchise.
If the company's property is taken by the city at the end of the
thirteen-year period or thereafter, three appraisers are to be ap-
pointed, one by the city, one by the company, and the third by the
two thus selected. If either party shall fail to appoint an ap-
praiser the other party may appeal to two judges of the Circuit
Court for the Northern District of Illinois, outside of Chicago.
The Chief Justice of the Supreme Court of Illinois, and these
judges, or any two of them, may appoint the appraiser for the
side failing to make such appointment.
It has not yet been announced whether these terms are accept-
able to the directors of the Chicago City Railway Company.
LARGE SWITCHBOARD CONTRACT FOR NEW YORK
SUBWAY
The Albert & J. M. Anderson Manufacturing Company, of
Boston, Mass., has secured a contract for 200 switchboards for
the Wason Manufacturing Company's steel cars, to be operated
in the New York Subway. The switchboards will be of a special
type, will be enclosed in steel cabinets and handle the pumps,
lights, air-brakes and heaters on the cars.
MORE CARS FOR MANILA SYSTEM
A contract is about to be let for more cars to be used on the
Manila Electric Traction system, which is being built by J. G.
White & Company. As noted in the Street Railway Journal
at the time a contract was recently awarded to a Belgian concern,
the Companie Metalurgique, of Brussels, for several cars. The
contract now being considered will be for six double-truck, open,
twelve-bench cars. The frames will be made of teakwood and
steel, so as to withstand the ravages of the white ants, which are
very much in evidence in the Philippine Islands.
July 30, 1904.]
STREET RAILWAY JOURNAL.
171
ANOTHER STRIKE ON THE NEW YORK SUBWAY
The new strike on the New York Subway, which was ordered
by the Building Trades Alliance on July 25, brought out 1160
mechanics belonging to the Alliance. The tile layers, though they
belong to the Alliance, did not strike, as their union decided that
they must remain at work. The officers of the Alliance, however,
are bringing strong pressure on them to quit. Fifteen hundred
painters belonging to the Brotherhood of Painters are at work,
an additional force of 360 being put on just before the strike was
declared, in order to hurry along the work. It is to get one-half
of this work for the Amalgamated Painters' Society that the strike
has been declared. The contract for the painting is held by Hol-
brook, Cabot & Rollins. Mr. Holbrook said that the painting
would be finished in a day or two, anyway. The bricklayers and
members of several other unions which are not in the Alliance
are at work in the subway.
John B. McDonald, the general contractor, said that he had not
had time to consider the situation, but he felt that matters would
soon arrange themselves, and that the subway would be finished
on time in any event.
♦♦♦
SINGLE-PHASE RAILWAYS
The Westinghouse Electric & Manufacturing Company an-
nounces that it has taken contracts covering nearly 150 single-
phase alternating-current railway motors of the series-wound com-
mutator type. The aggregate length of these lines is about 150
miles. The car equipments will consist for the most part of four
motors varying in size from 50 hp to 150 hp, controlled by auto-
transformers and induction regulators on the cars, and operated
by alternating current only. One road, which is over 50 miles
long, however, will operate from a 3000-volt alternating trolley in
the interurban portions, and from a previously installed 500-volt
d. c. system within a certain portion of the urban limits. Others
are installing a separate low-voltage alternating trolley system
for the city service, sometimes paralleling the existing d. c. 500
lines, and using 1100 volts, 2200 volts or 3300 volts outside the
city limits. The trolley potentials vary from 500 volts to 3300
volts. Three of these contracts have been mentioned in these
pages, viz.: the Indianapolis & Cincinnati Traction Company,
the Fort Wayne, Decatur & Springfield Railway Company, of
Fort Wayne, Ind., and a line in San Pedro, Cal. It is understood
that a number of other contracts have been taken.
♦ ♦♦
THE LEVIS COUNTY RAILWAY COMPANY VS. THE CANA-
DIAN ELECTRIC LIGHT COMPANY
On July 2, at noon, the Levis County Railway Company, a 10-mile
electric railway, operating on the south shore of the St. Lawrence
River, opposite Quebec City, Canada, had its electric power cut
off by the Canadian Electric Light Company. The railway com-
pany for a year and a half had been taking electric power at 10,000
volts at its own sub-station, 8 miles from the Chaudiere Falls
power station, owned and operated by the Canadian Electric Light
Company. Since the first of November last there had been a
dispute between the two companies with regard to the interpreta-
tion of a clause in their contract relating to the amount of power to
be delivered by the power company. Each successive month, be-
ginning with the first of December, 1903, the railway company
refused to pay for the power at the rate of $8,000 a year, claiming
that the power company prevented the use of the amount called
for by the terms of the contract. Several suits were entered in
the Quebec Court by the power company in order to enforce pay-
ment ; and the case is now pending, and will come to trial next fall.
In March last the railway company took action for $10,000 dam-
ages against the power company on two points ; first, for prevent-
ing it from using the amount of power which should be permitted
by its interpretation of the contract ; second, for the failure of
the power company to continuously deliver power at the 10,000-
volt switch in its sub-station.
The first of the foregoing questions hinges on the result of the
cases now pending before the court, while the second question is
one upon which it would appear to be clear that the power com-
pany would have to answer. It seems that momentary overloads
of the railway load blew the circuit breakers in the main power
house of the power company, and the railway was notified thai if
it caused the breakers to blow, that the power company would cease
to deliver any more power. On several occasions it is claimed that
the power company kept power from the railway's sub-station
after the blowing of the main power house circuit breakers, even
to periods of time exceeding one-half an hour. This, to say the
least, was peculiar when water was flowing to waste over its dam ;
for the company would have the right of rendering a bill for ex-
cess power supplied, and if just, the court would uphold the claim.
The Canadian Electric Light Company apparently not being sat-
isfied with the court delay in making a trial of the above questions
between the two companies, notified the Levis County Railway
Company on June 13, that unless it paid for the power at the rate
of $8,000 a year for the months of April, May and June, 1904, it
would cut off the service July 2. The railway endeavored to come
to an understanding with the power company, offering to pay
weekly in cash, not merely the rate called for by the $8,000 a year
contract, but an amount in excess of the rate, viz. : $170, stating
to the power company that upon the decision of the court in the
fall, the apportionment could be made of this $170, distributing it
on current power, and the power for the past three months (which
three months were not before the court). This offer the power
company refused,' and disconnected the service. In order not to
disappoint its patrons, the railway company then offered to the
power company $154 in cash for power to be supplied by the week,
which was slightly in excess of the $8,000 a year rate, and sug-
gested the making of a new contract. This the Canadian Electric
Light Company refused. The cars were left along the line, in as
much as the railway company denied the right of the power com-
pany to cut off for any cause a public corporation, and as the very
point brought up by the power company was already before the
court. The proceedings in the above case will be watched with
great interest.
Meanwhile, the railway company is operating its inclined ele-
vator by outside power, and is now proceeding, and hopes to have
in a few days temporary power, which will run half of its usual
number of cars. The railway company at once purchased, and is
getting ready to erect, a steam plant of 500 hp in a location along
the river, giving ample water and coal facilities. A battery of 500
hp of Babcock & Wilcox boilers is to be erected, and a 350-hp Robb
compound condensing engine is to be installed. The intention is
to belt from the engine to one of the two motor-generator sets of
250 kw each, removing for this purpose the alternating-current
end. The railway company was very fortunate in being able to
procure immediately a first-class second-hand equipment as above,
which had just been superseded by larger units, in a tramway
company a few hundred miles from Quebec. Fortunately for the
railway company, the great majority of the population on both
sides of the River St. Lawrence have taken sides with it in the
controversy.
♦
ORGANIZATION OF THE MANUFACTURERS' COMMITTEE OF
THE A. S. R. A.
The manufacturers' committee of the American Street Railway
Association, which was appointed at a special meeting of the ex-
hibitors at Saratoga last year, held a meeting at New York last
week, at which a number of important steps were taken. Rich-
ard W. Meade, of 621 Broadway, New York, was appointed per-
manent secretary of the association; Charles C. Pierce, of Boston,
was appointed chairman of the entertainment committee; Edward
H. Baker, of New York, chairman of the finance committee, and
George J. Kobusch. of St. Louis, chairman of the reception com-
mittee. W. B. Albright and E. H. Baker were appointed a
committee on badges, and J. R. Lovejoy, John A. Brill and R.
W. Meade, a committee on permanent organization.
An entertainment programme at St. Louis, including a number
of attractive features, was arranged. It was further decided to
send a circular to all manufacturers of street railway material and
others interested, soliciting their co-operation and explaining the
reasons leading to the organization of the committee and the ob-
jects which it desires to accomplish. The membership of the
committee was published in the Street Railway Journal for
June 25. The headquarters of the committee are at 95 Liberty
Street, New York City.
*♦*
ALLIS-CHALMERS TURBINE CONTRACT
Thomas E. Murray, electrical engineer for the Anthony N.
Brady interests, has placed a contract with the Allis-Chalmers
Company for six 5500-kw turbo-generators. One of these is to
be installed in the new power station of the Brooklyn Rapid
Transit Company, which is being erected adjoining the present
Kent Avenue station. This is the first contract which the Allis-
Chalmers Company has taken for turbines, and the machines will
be delivered in November. The destination of the other five
turbines is not officially announced, but they will probably go to
some other Brady electric stations. The new power station of the
Brooklyn Rapid Transit Company will contain twelve 5500-kw
turbo units. The station is now being built for half this number,
and so far contracts have been placed for one Westinghouse
turbo unit and one Allis-Chalmers unit.
172
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 5.
NEW YORK, NEW HAVEN & HARTFORD PURCHASES
MORE TROLLEYS
The New York, New Haven & Hartford Railroad, through the
Consolidated Railway, wnich it owns, continues to purchase the
electric railways operating in its territory. The latest acquisi-
tions of the company are the Norwich Street Railway, the New
London Street Railway and the Montville Street Railway. The
purchase of these lines places the company in complete control
of the street railway systems of Norwich and New London and
the connecting line between the two cities, the Montville Com-
pany. The statement is made in the East that the Consolidated
Company is to extend its Worcester & Connecticut Eastern line
t" Norwich at once. This would complete the line from Worces-
ter to tidewater. The three lines just acquired have a total of 36^
miles of track.
.
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED JULY 19, 1904
765,160. Brake Operating-Mechanism; Irvin Baker, Latty,
Ohio. App. filed Jan. 14, 1904. A brake-wheel grips the rails, in-
cluding devices to raise the brake members to override frogs,
switches and other obstructions.
765,212. Electromagnetic Block System of Control; Guion
Thompson, Duluth, Minn. App. filed March 17, 1902. An ar-
rangement of co-acting electro-magnetic devices located on a
moving car and along the roadbed adapted to operate a signal on
the car under certain conditions.
765,216. Trolley Guard; William C. Washburn, Cincinnati,
Ohio. App. filed Feb. 24, 1904. Guard-arms for preventing the
wheel from leaving the feed-wire.
765.263. Electro Fluid-Pressure Switching Mechanism; Walter
I. Bell, Los Angeles, Cal. App. filed July 25, 1903. Improved
switching mechanism wherein a solenoid magnet for actuating the
compressor is substituted for the electric motor.
765.264. Railway Crossing Signal; Walter J. Bell, Los Angeles,
Cal. App. filed July 28, 1903. Comprises a plurality of electric
lights, each arranged to project light rays in a direction different
from the others, and a group of separately manipulated circuit
closers in the light connections.
765,266. Audible Signaling Device; Walter J. Bell, Los An-
geles, Cal. App. filed Jan. 5, 1904. An electro-magnetically
operated bell adapted for use in connection with a railway barrier
or gate, or semaphores and other display signals.
765,333. Car Replacer; William E. Burroughs and Seele H.
Ellis, New York, N. Y. App. filed March 8, 1904. The replacer
is of symmetrical construction and adapted to be used either on
right or left side of the track.
765,449. Trolley Harp; Earl R. Warren, Holyoke, Mass. App.
filed March 7, 1904. The construction of the harp is such that the
trolley-wheel may be removed and replaced readily.
765,516. Trolley; Wilson Selakosky, Lehighton, Pa. App. filed
Jan. 27, 1904. Disks arranged at an angle to the trolley-wheel and
on each side thereof to prevent the wheel slipping from the wire.
765,544. Trolley Head; Stanislas Bourgeois, Manchester, N.
H. App. filed Oct. 24, 1903. The lower half of the trolley-wheel
is embraced by a U-shaped guard, which prevents the wheel from
engaging with the upper part of the feed-wire when displaced.
765,572. Railroad Switch; Milam M. Fitzgerald. San Antonio,
Tex. App. filed Dec. 23, 1903. A construction which eliminates
switch tongues and provides for switching all cars going in one
direction onto the turn-out, while cars going in the other direction
will keep to the main track.
765,604. Shunting Lever or Device for Operating Railway or
Tramway Points or the Like; William Taylor, Sandiacre, Eng-
land. App. filed March 21, 1904. Provides means whereby the
switch can adjust itself automatically in the event of a car being
run backward through the points.
765,612. Safety Device; Fred B. Corey, Schenectady, N. Y.
App. filed Jan. 2, 1904. Means, such as a pneumatically actuated
relay operatively connected to the train-pipe of an air-brake sys-
tem, and arranged to control the supply of power to the operating
means for the motor controller in a system of control employing
master and motor controllers.
765,614. Convertible Seat; James S. Doyle, New York* N. Y.
App. filed Jan. 31, 1903. Relates to seat in the inclosure used by
motorman, and provides for an auxiliary seat adapted for use by
the motorman when the passenger seat is turned to in operative
position.
PERSONAL MENTION
MR. F. A. AUSTIN has been appointed superintendent of the
Erie Traction Company, of Erie, Pa.
COL. THOMAS LOWRY, president of the Twin City Rapid
Transit Company, has bought the William E. Goodfellow interest
in the Minneapolis "Times" for $60,000.
MR. H. N. ALDRICH has been appointed superintendent of
the Amherst & Sunderland Street Railway Company, of Amherst,
Mass., to succeed Mr. L. N. Wheelock, resigned.
MR. CHARLES S. LUDLAM, formerly with Haskins & Sells,
the well-known accountants of New York, has been appointed
comptroller of the New York City Railway Company.
MR. G. F. MANSELL, general auditor of the Appleyard elec-
tris system in Ohio, resigned on July 1. He has been succeeded
by Mr. A. J. Armstrong, who for many years has been connected
with the Pennsylvania and other steam railroad companies in
the auditing and other departments. ,
MR. H. A. BELDEN, general manager of the electric traction
and lighting system which is now being hastened to completion
in Manila by the contractors, J. G. White & Company, is at pres-
ent on a visit to this side. He expects to be here about two
months. He is a guest at the Hotel Manhattan.
MR. THOMAS FARMER, formerly superintendent of motive
power of the Detroit United Railway Company, has resigned his
position as superintendent of the G. C. Kuhlman Car Company,
of Collinwood, Ohio. Mr. Farmer was one of the founders and
the first president of the American Railway, Mechanical & Elec-
trical Association.
MR. D. H. LAVENBERG has been elected general manager of
the Toledo & Indiana Railway Company, of Delta, Ohio, and took
charge of the property July 15. Mr. Lavenberg is a well-known
steam railway man, and left steam railway work in 1899 to engage
in electric railway work. He was superintendent of the Toledo
division of the Lake Shore Electric Railway until February, 1902,
when he resigned to accept a position as superintendent of Northern
Texas Traction Company, with headquarters at Dallas, Tex.
MR. CHARLES E. WARNER has accepted the position of
general manager of the San Juan Light & Transit Company, San
Juan, Porto Rico, which is controlled by J. G. White & Company,
of New York. Mr. Warner is a Western man, having spent most
of his boyhood in Portland, Ore. He entered Cornell University,
but left there in 1890 to engage in practical work, and spent sev-
eral years in the various branches
of railway and lighting construc-
tion in New Westminster, Van-
couver, Nanimo, B. C„ and Port-
land, Ore. He was manager of
the Northwestern Agency of the
Westinghouse Electric & Manu-
facturing Company at Tacoma,
Wash., from 1893 to 1898, dur-
ing which period he had charge
of the surveys and early develop-
ment of the White River Power
project which is now one of the
largest hydraulic electric powers
in the Northwest. In 1898 he
resigned his position with the
Westinghouse Company and
CHARLES E. WARNER spent several years in engineering
work in Alaska, Nova Scotia and
New England, being connected in Nova Scotia with the Dominion
Iron & Steel Company and in New England with some of the high-
speed electric railway construction of the Massachusetts Electric
Companies. His most notable work, probably, has been done as
general superintendent of the Allegheny County Light Company,
of Pittsburg, Pa. This company embraces a combination of nearly
all the electric lighting interests of Allegheny County, including
Pittsburg, Allegheny, McKeesport and the surrounding boroughs,
with a total population of about 700,000 people. Mr. Warner in-
fused new life into this organization and put into practice a num-
ber of important features of operating economy, beside adopting
new methods of getting business. The remarkable results which
he has shown have attracted the attention not only of Pittsburg
business men and capitalists, but have given him a broader reputa-
tion as a successful manager of electrical properties, which resulted
in his services being sought for the more important position of
general manager of the combined light and railway property at
San Juan.
INDEXED
Street Railway Journal
XXIV
NEW YORK, SATURDAY, AUGUST 6, 1904.
No 6
Vol.
Published Every Saturday by the
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
The Coming Conventions
The approaching convention in September of the Inter-
national Tramway & Light Railway Association, at Vienna,
is indicated in this issue by the publication of the programme
of the Vienna meeting, and also by the interesting report on
the Control of Transfer Traffic which is to be presented at
that meeting. At the same time the approaching date of the
Street Railway Accountants' convention is presaged by the ap-
pearance in this number of the question box of that association
to be discussed at St. Louis. Another approaching convention
is that of the New York State Street Railway Association at
Utica.
The convention of the New York State Street Railway Asso-
ciation has always attracted a wider attention and larger at-
tendance than that of any other State association, and the
convention this year promises to be of unusual interest. As
already announced, it is to be held at Utica on Sept. 13 and 14,
and a number of important topics are to be discussed. There
is no doubt that a State body of street railway managers can
accomplish many things which are outside the scope of a na-
tional association. As the attendants are all from the same
section of the country, their operation is conducted under simi-
lar conditions, and as they are neighbors, the local conditions
on each system are pretty well understood by all present. For
this reason each company gets the maximum amount of benefit
from the treatment of the different topics. The introduction
this year by the New York association of a question box is
somewhat of a departure from former traditions, but the prac-
tical utility of a set of topics of this kind has been demon-
strated at other conventions, and the innovation is a wise move
on the part of President Connette and his associates.
The Vienna convention of the International association also
promises to be a most interesting one. It is a great pity that it
is not practical for more Americans to be members of this
association, but the time required for a trip to Europe to attend
the meetings of this association, and the complications intro-
duced by the employment of French and German in the dis-
cussions, practically preclude any of the American companies
from taking an active part in the association to which, how-
ever, they are eligible. Although in certain respects the con-
ditions in Europe are different from those in America, street
railway practice in the two continents is more nearly alike than
many American managers realize. The problems which con-
front the companies and the policies which they pursue are ex-
tremely similar, and it has been this fact which has prompted
this paper to devote the attention which it has to descriptions
of European roads and discussions of European operating prob-
lems. The conventions of the International Tramway & Light
Railway Association are models for the amount of work which
is accomplished in them and the value of the information
which is disseminated. The date of the Vienna meeting, which
is now set for Sept. 5 to 8, has been advanced one week, to
permit a number of the members who wish to visit St. Louis
in October to do so.
The Indiana Servitude Case
The case recently decided in Indiana, and reported in our
issue of July 16, as to whether the operation of an interurban
railway upon a city street constitutes such an additional servi-
tude as would require the interurban company to purchase a
right of way like a steam road, was one which was watched
with a great deal of interest by all interurban men in Indiana.
An adverse decision would have threatened the very existence
of the interurban roads. It is well established in Indiana that
the operation of a street railway is not an additional servitude
174
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
upon the street, and injures property no more than the other
legitimate uses of the street. Those who brought this suit
claimed that the operation of heavy interurban cars, with oc-
casional freight and express cars, introduces so many new ele-
ments that it is beyond the legitimate use of a city street. The
decision of the court was that the operation of cars of an in-
terurban road over a street was not materially different from
that of a city railway. The court further added that such roads
were of much benefit in building up a community, thus intimat-
ing that it would be against public policy to hamper them by a
decision requiring them to condemn a right of way through the
city. The judge held that there was a wide difference between
an interurban road operating one or two electric cars in a
train over a street and a steam road using steam locomotives
and hauling long, heavy trains. The case was such an im-
portant one that naturally all interurban roads in Indiana were
interested in a favorable decision. While of course this suit
and others of the same nature were brought by property own-
ers, who claimed injuries to property because of the operation
of interurban cars over the street, there will always be a strong
suspicion in some minds that steam railroad interests were
more instrumental than the property owners in the prosecution
of these cases.
Abusing the Transfer
The abuse of the transfer privilege is one of the most com-
mon difficulties which the electric railway manager has to face,
and the ingenuity of the public in this direction is almost be-
yond the belief of one outside the transportation business. The
more complicated the system the greater becomes the difficulty
of keeping the scheme of transfers within its proper bounds,
and there is no doubt that a large amount of money is lost
each year by operating companies through the misuse of these
troublesome bits of paper. At a recent suit in Boston, the
representative of the street railway company estimated the an-
nual loss to his road in this way as something over $50,000, or
nearly one-half of 1 per cent of the gross receipts from
operation.
It is claimed by the transfer abuser that it makes no differ-
ence to the company who rides upon its cars and that it is
therefore allowable and right for him to sell his transfer to
another person if he does not wish to continue his ride. In
other words, the passenger feels that the company still owes
him certain transportation if he does not ride to the limit of his
fare, which is only another way of saying that the passenger
assumes to pay tariff in proportion to the distance traveled, as
in certain European cities. This view is, of course, a mistake,
for the passenger pays for transportation in American cities
at a flat rate, which is well nigh universal in this country, al-
though we are told of an interurban road in Colorado which
proposes to base its charges upon the avoirdupois of the pas-
sengers ! There is certainly no more ground for the company's
owing a passenger additional transportation because he has
not personally used it up to the fare limit than there is for the
government to give a man a rebate for every stamp used in city
delivery because it might have been required for the same
money to carry a letter from New York to San Francisco. In
most American institutions there is a certain continuity in the
transfer between the coin of the realm and the service or ma-
terials rendered, and the street railway business is no excep-
tion. The argument that it costs the company no more to carry
a second person who receives a transfer from a paying pas-
senger may he true as far as operating expenses go, but it is
utterly fallacious, on the ground of absolute cost, since the
company is deprived of the fare which it would otherwise take
from the second passenger. Then there is the argument that
the company has no right to make its transfers non-transferable
from person to person, and therefore it is right to beat the
road out of a fare if possible. This is only another illustration
of the morals of the ticket scalping profession, as evidenced by
the number of persons who are willing to pass themselves off
as somebody else for the purpose of traveling at a reduced rate.
As a general thing, the practice of giving a transfer upon
receipt of a transfer is not regarded favorably by operating
roads, although exceptional cases seem to demand the granting
of this privilege on some lines. It is most important, in the
interests of good service, that fixed and definite rules be ob-
served by employees in regard to these checks. Thus, in many
cities, the passenger can receive a transfer only by asking for
it when he pays his fare, while in other cases the conductor
collects all the fares before issuing any transfer checks. In
either circumstance good service demands that the rules be
strictly followed, in justice to both passengers and the com-
pany. Sometimes a change of conductors on the line deprives
the passenger of receiving a transfer which he has asked for
when paying fare, but which cannot be issued until nearly all
the other fares in the car have been collected. These little
points should be carefully watched, because the company's in-
terests and the passenger's are identical when both are con-
sidered on the ground of fair and square business dealing.
Conductors should be instructed to courteously explain the use
and granting of transfer checks in all cases where doubt arises,
or else plainly printed placards should be posted in the cars of
systems which have a complex transfer traffic.
Losing Time in Switches
The maintenance of a close schedule in the congested district
of a city is one of the most difficult problems encountered in
the operation of street railways. However carefully the run-
ning time may be tried and calculated from point to point, the
motorman can never tell at just what moment his track may
be obstructed by the complex traffic which wanders at will over
the route of the cars, or at what time a serious blockade may
be precipitated by the breakdown of some heavy dray which
has taken to the rails in its slow and cumbersome journey. The
result of this uncertainty is the allowance of a certain leeway,
say from five to ten minutes, in the schedule of surface cars
at the end of the route, reinforced in some cities by the running
of extra cars from the barns in case the regulars are delayed.
All this means extra expense in the operation of the road
whose cars are delayed in the crowded parts of a city ; partly
through the loss of time of the regulars and consequent de-
crease in car mileage per crew-hour, and partly on account of
the additional men and cars required to start out upon the
schedule time of the late comers in order to maintain the sched-
ule originally laid down.
Anything which will offset the delays of the crowded thor-
oughfare without unduly increasing the cost of operation in
other ways is therefore worth careful study on the part of
transportation officials. Some of the most annoying and need-
less delays which lengthen out the running time of city and
suburban roads occur in special work, one or two of which are
worth recording in this connection.
The first case is that of a system in Colorado which has a
large loop terminal in the heart of the city that it serves. A
main line track passes the loop on the way up town, a switch
August 6, 1904.]
STREET RAILWAY JOURNAL.
175
leading from this track to the loop over which the majority of
the cars pass. The delay is incurred by stopping the loop cars
upon the main line before they take the loop switch, instead
of bringing them first to a standstill upon the loop itself, close
by the platforms provided for passengers to use in entering and
leaving the terminal. In addition to the extra stop, which
wastes power and adds to the wear and tear of the equipment,
the through cars of the main line are delayed upon their ap-
proach to the loop switch. The distance between the objection-
able stopping point and the center of the loop platform is not
far from 100 ft., and there would seem to be no reason why the
first stop could not be omitted.
Another line, located in Minnesota, runs cars to a residential
suburb by a double-tracked route, which turns into a single
track for the last mile of the trip. The schedule is planned
for the outbound car to pass its inbound predecessor at the end
of the double-tracked section. Over and over again, the in-
bound car makes a stop for passengers at a street corner on
the single-track side of the switch, instead of coming to rest on
the double-track section, perhaps 50 ft. beyond, and permitting
the waiting outward-bound car to proceed without delay.
The practice of marking stopping places at street corners
and at other points where passengers may enter or leave cars
has a direct bearing upon the schedule time. There should al-
ways be something printed or suitably marked to show where
cars will stop, in cases where some streets are down for stops,
while others are always omitted. Attention to these little de-
tails of operation goes a long way toward perfecting the service,
and there is certainly constant opportunity to study the saving
of time upon every growing electric railway system.
The Automobile and the Law
A few days ago a wholesale inspection of automobiles was
made by the Boston police, with a view toward ascertaining
how well the regulations of the Massachusetts Highway Com-
mission were being observed. Out of 234 machines examined,
only 126, or less than 55 per cent, were found to comply with
the law in regard to numbering, badges, certificates and lamps.
There were sixty-two operators who could show no certificates,
either for the machine or the chauffeur; five cars without
lamps ; thirty-five machines without numbered lamps ; one car
with no number, and others which were improperly marked,
which failed to display numbers in the right places, and whose
numbers disagreed with one another, or were illegible.
This woeful showing is a pretty fair illustration of the
present day law-abiding tendencies of the average automobilist,
and as a bit of transportation statistics deserves to be stowed
away in the quiver of the street railway man who has so often
to bear the undeserved blame of accidents and a reputation
for careless operation which should rightfully be laid at the
door of the automobile. More than once we have called atten-
tion to the ease with which an unnumbered or poorly desig-
nated automobile can take to its heels after an accident, in com-
parison with the ease with which the general public can iden-
tify an electric car, and there is reason to believe that the auto-
mobilist who scorches a zig-zag trail at his own sweet will
along the highway has many times taught the public, by his
excessive speed, to overestimate the danger of rapid transit
over the fixed right of way upon which the trolley car travels.
We have no quarrel with the law-abiding automobilist, and
doubt uot that many of the Boston offenders were possessed of
good intentions in lieu of licenses and numbers, but the inci-
dent serves to bring out the importance .of enforcing laws if
they are to protect the welfare of the community at large.
Good intentions may serve very well as a pavement for the
unmentionable abode of evil-doers, but they amount to little
in the safe conduct of transportation, whether by motor ve-
hicles or by electric cars.
The Intramural at The World's Fair
At the time when the question was being decided whether
there would be an intramural railway at the World's Fair in
St. Louis, we took occasion to enter a vigorous protest against
any attempt to conduct a large exposition of this kind without
some means of electric railway transportation within the
grounds. Those who have already visited the Exposition and
have had to cope with the immense distances, realize how im-
portant intramural transportation is in an exposition. It is to
be regretted that the arrangement of buildings on the Exposi-
tion grounds would not have permitted the Intramural Railway
to take a more accessible route. As useful as the road is at
present, it could be made much more so had it been possible to
select routes which would be nearer to the principal centers of
attraction of the Exposition. Could such a route have been
selected, the Intramural would have been heavily patronized
for much short distance riding, which it does not now get, and
which the public would gladly give to it were its stations lo-
cated nearer the principal centers of the Exposition. As it
was, the only route left to the engineers was around the outer
edge of the Exposition. While it is extremely useful in serving
the outlying portions, it is of practically no other service than
this, and to convey passengers from one side of the grounds to
the other by a circuitous route.
We do not wish anything said here to be construed as be-
littling the importance of the Intramural, or the judgment of
the engineers who selected the route. Circumstances practi-
cally forced the adoption of it as it is. We can only regret that
circumstances were such. Should there ever be another ex-
position on such a large scale as that at St. Louis, the location
of intramural transportation routes should be borne in mind
from the first in laying out the general plan of the grounds,
instead of leaving this important matter to be worked in as
best it can, after the general plan of the Exposition has been
decided upon. Even at best, the amount of walking done by
the average person at an exposition of this kind is so much as
to become very tiresome, and may even detract seriously from
the pleasure of the visit. Local transportation is of first, and
not secondary, importance in such an undertaking.
Incidentally, it may be remarked that it is the belief of not
a few that the location of the route of the Intramural at St.
Louis has been responsible for many of the reports that have
been given out by early visitors to the Exposition that the Ex-
position was in a very unfinished state. The main buildings
and roadways of the Exposition on opening day were in a very
creditable state of completion. Outlying buildings and road-
ways were many of them unfinished. These outlying build-
ings and roadways were the very ones passed by the Intramural
Railway, and, naturally enough, nine out of every ten visitors
took a ride around the Intramural almost the first thing, in
order to get, as they thought, a general idea of the grounds.
As a matter of fact, no such general idea was obtainable by a
ride of this kind, and the main impression left on (he visitor's
mind was a chaos of uncompleted roads and buildings. All this
worked to the detriment of the Fair, and it is only right to the
Exposition management to make this explanation of why so
many reports of the unfinished buildings and grounds were
given by the early visitors.
176
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
EXTENSION OF THE THIRD-RAIL SYSTEM OF THE PARIS-
ORLEANS RAILWAY
Descriptions of the electrical division of the Paris-Orleans
Railway Company of France were published in the Street
Railway Journal for Dec. 21, 1901, and Nov. 15, 1902 (In-
ternational Editions for January, 1901, and December, 1902).
The Paris-Orleans Railway is one of the large steam trunk
lines of France, and its electrical division is very similar in
character to that proposed by the New York Central and the
Pennsylvania railroads in securing an entrance into New York
City — that is, the through steam trains are stopped at the Aus-
terlitz station, which is near the outskirts of the city, and are
then hauled by electric locomotives a distance of 2^4 miles
was considered unsuited to the proposed service of the Orleans
Railway, which consisted solely of hauling the main line and
local trains from the old to the new terminus, the line running
mostly in a tunnel, where steam traction was undesirable.
Nevertheless the capabilities of the multiple-unit system for
suburban service early attracted the attention of the company's
officials, and soon after the Paris Exposition the company put
in service an experimental train of two cars.
The Paris-Orleans Company has a far more important rail-
way system than can be judged from the number of trains arriv-
ing at the terminus each day. It extends to the Spanish frontier
and furnishes the most direct communication to Toulouse and
Bordeaux in the south, and reaches to the important commer-
cial city of Brest in the west of France. Its suburban traffic,
INTERIOR OF ORSAY RAILROAD STATION, THE TERMINUS OF THE ELECTRIC SERVICE— THE ELECTRIC ELEVATOR FOR HOIST-
ING TRUNKS AND OTHER BAGGAGE IS SHOWN AT THE REAR OF THE MIDDLE PLATFORM
(4 km) to the Quai d'Orsay station, not far from the Champs
de Mars. The electrical equipment was put in operation about
May, 1900, and since that time from 150 to 200 trains have been
hauled daily by electric locomotives between the Austerlitz
station and the main station at the Quai d'Orsay.
The original power station contained two groups of 1000-kw
units, generating at 5500 volts, three-phase 25 cycles. Two
sub-stations, each of 500 kw capacity, furnished with a battery
of 1 100 ampere-hours' capacity at one-hour discharge rate,
boosters and transformers (5500-volt to 440-volt) of the air-
blast type completed the stationary traction machinery. Poly-
phase distribution was adopted because, although the line was
only 2^/2 miles in length, the company anticipated the exten-
sions to the system which have just been completed. The roll-
ing stock comprised eight locomotives, equipped with four G.E.-
65 motors. The third-rail distribution is used throughout, sup-
plemented by stretches of overhead conductor formed of an in-
verted 2754-lb. channel in places where the third-rail construc-
tion was too complicated or inconvenient.
The multiple-unit system of traction, which was just being
introduced in 1900, at the time that this system was installed.
however, has never been very large, a somewhat strange fact
when it is remembered that the tracks extend for some dis-
tance along the Seine valley and tap one of the most favored
districts in the southeast of the metropolis. One reason for
this lack of suburban traffic is perhaps the fact that the old
terminus of Austerlitz was too far from the business center of
the city to attract commuters, while the new station is even
yet not so well known to the Parisian populace as a noisy steam
railroad station might be.
To remedy this state of affairs and to create rather than
develop a paying suburban traffic through a district as yet un-
touched by the fast interurban tramways, which are now be-
ginning to make their way in the neighborhood of Paris, has
been the work in which the management of the Orleans Com-
pany has been engaged for the past eighteen months. To accom-
plish this they decided to introduce electric traction on a large
scale, not only for the suburban trains, but also for all trains
arriving at Paris, excepting only a few "rapides" or limited
trains, which are not scheduled to stop at the present terminus
of the electric extension.
The new extension includes about 12 miles of double track,
August 6, 1904.]
STREET RAILWAY JOURNAL
177
together with a number of sidings and switchings, all equipped
with the third rail, the track being used as a current return.
As shown in the accompanying map, it extends from the old
terminus of Austerlitz to Juvisy, which is an important junc-
tion with the "Grande Ceinture" or large belt railway encir-
cling Paris, and also connecting with
the Paris, Lyons & Mediterranean Rail-
way. This extension runs through a
flat district on the banks of the Seine,
and the curves and grades may be con-
sidered negligible, averaging y2 per
cent on the new extension. All of this
territory is well adapted for building
purposes. The Orleans Railway Com-
pany has doubled the two existing
tracks in this territory, making four
tracks in all, the two outer tracks be-
ing supplied with a third rail. New
stations have been built and there has
been inaugurated a fast and frequent
suburban service between Juvisy, the
new terminus of the electric lines,
and Paris-Orsay. This service is be-
ing handled by a number of trains
equipped with multiple-unit type M
equipments of the latest Sprague-
General Electric type.
Three new locomotives, containing
similar apparatus to that in the first
lot of eight machines, have been pur-
chased, and certain changes have been
made in their equipment and arrangement to adapt them to
the new service.
Instead of changing steam locomotives at Austerlitz, as in
the past four years, the steam locomotives of the through trains
will be uncoupled at Juvisy and the remainder of the journey
to Paris run behind the electric locomotives. Juvisy is also
the changing over station for the outgoing trains. Only a few
view of the faster service demanded of the machines this has
been changed to 2.23 to 1. In addition to this every machine
has been supplied with a commutating switch, the function of
which is to place each of the motors of each pair of motors
either in series or in parallel, by which means a greater range
NEW 55-TON ELECTRIC LOCOMOTIVE
of efficient speed control than otherwise would be possible has
been obtained. One of these eight original locomotives has
always been connected (all four motors) in series, and has
been used for station work, switching, etc. The gear ratio of
this machine has been changed to 3.04 to 1, being thus inter-
mediate between the fast service given by the 2.23 ratio and
the 4 to 1, as first supplied. The changes mentioned are the
SECTION CABIN FOR UNDERGROUND
TRANSMISSION CABLES
GROUP OF OLD-STYLE LOCOMOTIVES IN AUSTERLITZ STATION
"rapides" or "limiteds" arrive at the Paris (Austerlitz)
terminus in charge of steam locomotives, no stop being made at
Juvisy.
The above remarks apply only to the passenger traffic, as the
freight trains are made up, as usual, at the Austerlitz freight
yard, outside the passenger station, by steam locomotives.
The original locomotives had a gear ratio of 4 to i, and in
principal ones made to the first lot of electric machines, which
have given every satisfaction since the starting up of the
service in 1900.
The three new locomotives are very different in appearance
and construction to the above machines, although the equip-
ment is practically identical. The new locomotives have a
length of 10.2 m, with a width over all of 2.84 m. The height
1 78
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
is 3.87 m. The distance between center pin of each double
truck is 5.63 m. The wheel base of the truck is 2.38 m. The
baggage type of car construction has been preferred, the com-
partment for luggage being between two end cabs, in which
the controller and other apparatus are placed. This involves
a double set of con-
If
t.Ouen1
trollers, circuit break-
ers, switches and am-
meters, as well as a
duplication of a cer-
tain amount of cable.
This, however, has
apparatus is placed inside the car cab, including contactors,
reversers and relays. The last three devices are all placed on
slabs of insulating material, and the type T and CG rheostats
are provided with insulated bolts, holding them in position.
No boxes are used for the contactors and reversers. The reason
for this was the fear on the part of the railway engineers that
dust could not be perfectly excluded from boxes placed under
the car. Necessary precautions have, of course, been taken to
separate the rheostats from the controlling apparatus, and also
for their ventilation. The rheostats are placed high up in the
cab and suitable partitions, lined with uralite, separate them
from the remainder of the apparatus. In this way bare wiring
Street Ry.JoiftnM
MAP SHOWING ELECTRIC EXTENSION OF THE
PA Rl S O R LEA N S RAILWAY
MAIN SWITCHBOARD, IVRY POWER STATION, SHOWING LIGHTING SWITCH-
HOARD BELOW GALLERY— MACHINES IN FOREGROUND FORM
PART OF IVRY SUB-STATION
evidently been considered of secondary importance to the ad-
vantages obtained. Commutating switches similar to those
added to the old locomotives have been furnished with the new
machines, and the gear ratio is the same, viz: 2.23 to 1. Wes-
ton ammeters with a scale of 2000 amps, have been provided.
Owing to some slight trouble to the ammeters of the original
locomotives, caused by the vibrations of the locomotives, the
Weston Instrument Company has made certain modifications
in the method of support.
The cabs of the new locomotives are of steel, lined with
Uralite insulating sheeting, and the cabling
is asbestos braided, painted a slate color, re-
ducing chances of abrasion by friction. The
motor and shoe leads are passed through brass
flexible tubing. The construction of the new
locomotive has involved an additional weight,
now approximating 55 tons.
The multiple-unit system is represented on
the line by two trains, comprising each two
motor cars and a number of trailers. These
two trains perform the local suburban service,
running between Orsay and Juvisy as fre-
quently as possible. There are six stops be-
. tween Juvisy and Austerlitz, each occupying
about a minute. The 12-mile run between the
above points is performed in thirty minutes.
The motors are of the GE-66 type (125 hp),
the same as used on the Manhattan elevated railway in New
York. The gear ratio is 3.08 to 1.
The arrangement of the train-control apparatus is somewhat
different to that in common use in the United States. All the
has been used between contactors and reversers, and the cabling
on the car has been reduced to a minimum. Flexible armour
has been used for shoe and motor-leads, similar to the loco-
motives.
One air compressor per car is used. It is of the CP-10
type of the General Electric Company. The MQ type of circuit
breaker, as supplied for the first locomotives, has been replaced
by a fuse and fuse-block. The first locomotives were supplied
one type CP-10 air compressor per locomotive, but in conse-
cjuence of the stringent conditions existing of French railways,
SIDE VIEW OF MOTOR CAR TRUCK
these were increased, and two are now used per machine, nor-
mally connected in multiple.
The motor cars are 17.3 m long, 3.8 m high and 2.8 m wide.
The distance between center to center of truck bolt is 12.4 m.
August 6, 1904.]
The weight of the car empty, without trucks, is about 30,000
lbs. Baldwin Locomotive Works trucks are used; the two
trucks, without wheels and axles, each weigh 6300 lbs., and are
179
ance of baggage. The standard color for the Orleans locomo-
tives is dark green, picked out with vermilion, and the new
locomotives and motor cars present an attractive appearance
STREET RAILWAY JOURNAL.
LAYING THE THIRD RAIL OUTSIDE OF JUVISY JUNCTION
IVRY SUB-STATION, SHOWING SWITCHBOARD ON RIGHT AND CORNER OF POWER STATION SWITCHBOARD GALLERY ON LEFT
mounted on 40-in. wheels. The wheel-base is 6 ft. 6 ins. The thus painted. Two new sub-stations have been provided, one
four motors weigh 4300 lbs. each. The motor car is arranged of the old ones abolished, and the machinery contained therein
for third-class passengers and has accommodations for over distributed over the two new ones. Thus the Austerlitz
thirty. There is also a smaller compartment for the convey- sub-station contained two rotary converters, four-pole, three-
STREET RAILWAY JOURNAL,
[Vol. XXIV. No. 6.
phase 250 kw, 340 volts to 550 volts, and also six three-phase,
5500 volts to 340 volts air-blast transformers. One of these
converters and three of the transformers have been placed in
the new Ivry sub-station, situated at one end of the power
station itself. The other converter and transformers have
been removed to the second new sub-station, built at Ablon, a
"I
Street Ry.Joiirn.il 1
SECTION SHOWING LOCATION OF THIRD RAIL AND PROTECTION
USED AT STATIONS
few kilometers from Juvisy. The remainder of the machinery
of the old sub-station of Austerlitz, including lighting sets and
the buffer battery (increased to 1500 amp.-hours at one-hour
discharge rate), has been installed at the Ivry sub-station.
In other respects the Ivry and Ablon sub-stations are practi-
cally identical, each containing two rotary converters of Gen-
eral Electric make, six-phase, 500 kw, six-pole, changing 440
volts three-phase alternating current 25 cycles to 600 volts
direct current.
The transformers are of the air-blast type, six-phase, 550
kw, stepping down from 5500 volts to 440 volts. Whenever
the voltage of the plant should be
changed to 11,000 volts the transformers
can be altered to this voltage, the pri-
mary windings being arranged with this
end in view. Necessary reactances,
rheostats, booster and controlling ap-
paratus are installed. At Ablon there
is also a motor-generating set for the
five-wire lighting system and a 1500
amp. -hour storage battery, taking care
of the load in the small hours of the
morning and used as a buffer battery at
any time. The rotaries are started by
means of the battery.
The usual feeder, machine and light-
ing panels are installed in the sub-
stations, most of the apparatus used,
especially the alternating-current instru-
ments, being of the horizontal edgewise
switchboard type of the General Electric
Company. The oil switches and lami-
nated toggle switches and breakers are
also of the same make. The direct-cur-
rent instruments have been supplied
from various sources, Chauvin and
Arnoux being the most prominent make.
The ultimate use of 11,000-volt circuit
has, of course, necessitated the use of
switches and instruments arranged for
this tension. The main change in the
second of the first two sub-stations which were built in 1900
is the increase of the storage battery from 260 to 290 elements
(1100 to 1500 amp.-hours). The voltage of the third rail is
about 600.
The transmission line is laid entirely underground. This
form of transmission line was adopted because the insulation
of an overhead construction, though cheaper, was thought to
be liable to depreciation from the gases of combustion thrown
off by the steam locomotives. There are two transmission
cables, usually connected in multiple, established for a 11,000
circuit, but now run under a tension of 5500 volts, three-phase
25 cycles. They have a total length of 25 km and are formed
of three-core conductors, each of about 80 sq. mm section.
They are paper insulated, lead covered and steel armoured.
The outside covering is tarred hemp. The cables are being
laid in 100-m lengths, and are also divided for purposes of test-
ing into four sections by three section houses. In these houses
are transformers, static dischargers, oil switch and measuring
apparatus. The resistance of copper is 17.5 ohms maximum
at 15 degs. C. per kilometer for a section of 1 sq. mm.
The power station has been increased by the addition of one
alternator of 1000 kw, direct coupled to a Dujardin engine,
identical to those already furnished in 1900. The station thus
comprises three similar units, one of which is used as spare.
In this connection it might be said that the Orleans Railway
Company at first contemplated the installation of a steam tur-
bine set when additions to the power house became necessary.
The decision in favor of engines was based principally upon the
desire to maintain the homogeneity of plant so that, with the
exception of a few minor improvements in the engine, the
generating units are identical.
The boiler installation has been increased by the addition of
four Babcock & Wilcox boilers, each of a heating surface of
260 sq. m (2800 sq. ft.), this being an increase over the eight
boilers originally installed, which have a heating surface of
186 sq. m. Two Green economizers with 224 tubes have been
added. The Meldrum stokers supplied for the first pjant have
been withdrawn and their place has been taken by Bennis
mechanical stokers, built in Bolton, England, and which are
GENERAL VIEW
OLD SWI
OF GENERATING STATION— ON THE LEFT IS A CORNER OF
f CHBOARD GALLERY, NOW BEING DEMOLISHED TO
MAKE ROOM FOR NEW 1000-KW GROUP
now used for both the old and the new boilers. Coal and ash
conveyors are also used.
The stoking and conveying apparatus is driven from two
semi-enclosed direct-current motors, one of 10 hp and the other
of 20 hp. One motor operates the coal collecting and dis-
tributing mechanism and mechanical stokers, the other motor
being reserved for the ash conveyor and elevator. The stokers
are guaranteed to produce 5500 lbs. of steam per hour per
August 6, 1904.]
STREET RAILWAY JOURNAL
boiler (heating surface 2800 sq. ft.), at a temperature of 536
degs. F., and at a steam pressure of 185 lbs. per sq. in., with
the use of not more than 924 lbs. of combustible, composed of
a mixture of 50 per cent of cinders (removed from the smoke-
boxes of locomotives), and 50 per cent of coal of a calorific
value of 7500 calories or 13,500 British trade units per pound.
This figure amounts approximately to a production of 13.2 lbs.
of steam per kilogram, or 2.2 lbs. of the above combustible.
With the above conditions remaining the same, but by forcing
the fire, this vaporization can be increased to 6600 lbs. of steam
per boiler per hour. The above being guaranteed, the actual
performance can be taken to be 15 or 20 per cent above these
figures.
Another chimney of 50 m height has also been built.
As regards the actual operation of the plant during the years
1900 and 1904, it may be said that the service has been main-
tained without any interruption from any cause. In view of
the cost of the first installation and the necessity for keeping
a large percentage of reserve both in generating and traction
machinery, the cost of operation and maintenance can scarcely
be expected to compare very favorably with that of the steam
service conducted by the Orleans Company. Thus, the electric
machines have been making an average of 30,000 km (18,600
miles) yearly, whereas the average for a steam locomotive on
this railway is over 43,000 km (26,660 miles). Similarly the
two employees have made something like 17,000 km (10,500
BREAKING UP OLD TRACK WITH SLEDGE HAMMERS AND
WEDGES IN LONDON
miles) yearly, against an average of over 50,000 km (31,000
miles) for the engineer and fireman on a steam locomotive.
It is anticipated, however, that with the increase of length of
electric lines in service, quite out of proportion to the increase
of rolling stock and generating plant, that more favorable re-
sults will be secured.
The present extension constitutes a very prominent piece o£
railway engineering as far as France is concerned. The Paris-
Orleans Railway was the first of the larger steam railways of
France to convert any part of its existing line to electric trac-
tion, and it is certain that the management looks upon the sys-
tem with favor, inasmuch, as previously stated, the company
contemplates a further extension of 13 km to Bretigny, when
the transmission will be raised to 11,000 volts. The generators,
it may be added, will have to be rewound for this voltage, but
no trouble is anticipated from this score.
It might be stated that, although this paper is not at liberty
to publish any of the actual operating costs of the first installa-
tion, the Orleans Railway Company has expressed a willing-
ness to communicate the same to representatives of such rail-
way companies as may be interested, in the way this class of
information is usually exchanged.
♦♦♦
CONVERSION OF THE BRIXTON CABLE LINE IN LONDON
TO ELECTRICITY
The march of progress in the electrification of the surface
lines of London to electricity was marked during the last few
months by the conversion of the Brixton & Streatham cable
JACKING UP OLD TRACK— RAIL LIFTER IN FOREGROUND
line to electric power. On March 2, this year, the London
County Council officially notified J. G. White & Company, Ltd.,
that they had been awarded the contract for this change. In
view of the importance of this thoroughfare, it was stipulated
that the work must be finished by July 1. When one considers
the difficulty of tearing up 18,000 ft. of double cable line which
has been well laid and also allows for inevitable delays in de-
livery of material and the short notice given, it will be con-
ceded that the task of completion within the specified time was
one calling for wide experience and first-class organization.
I. Fisher, who had already constructed some 30 miles of con-
duit in South London for J. G. White & Company, broke
ground on April 6. For the breaking up of the old cable road
some interesting devices were adopted by Mr. Fisher. In lift-
ing the wheel-rail, Barrett jacks were used, as on the first Toot-
ing track, but in order to save time in starting the operation,
a jaw was fitted around the head of the rail, and this jaw was
raised by two jacks mounted on iron wheels. In this manner
the necessity of breaking up the roadway at each fresh start
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
was obviated. To avoid the tedious process of unbolting the
slot rail from the yokes, wedges of varying thickness were
driven into the slot, whereby the slot rails were forced apart,
carrying the shoulders of the yoke with them. The concrete
enclosing the old cable tube was found to be very hard and
difficult to remove, but after the first ten days it was discovered
that by driving the wedges (four men to a wedge) a certain
distance back on either side of the tube, a seam was opened up.
The finding of this seam enabled the concrete to be taken out
in large blocks.
During the first week the number of men employed was in-
creased daily until some 1600 men were at work, and such
TRENCH WITH YOKES IN AND SLOT RAIL
progress had been made that on May 18 a car was run over the
double line from Kennington Oate to Water Lane, a distance
of i-}4 miles. On this section the roadway under the Brixton
Railway bridge was lowered 8 ins. from building line to build-
ing line. The Board of Trade inspection took place on May
20, five weeks before time.
It is interesting to note that two weeks before commencing
work a schedule of daily progress was made out, in which the
date for the completion of tearing up was given as June 2.
This part of the work was actually finished on that date. The
average of progress by all the gangs was 1000 ft. of single
track per day.
The work was completed on June 13, and the first car ran
to the terminus on the fifteenth. The Board of Trade inspec-
tion was held on June 18, and the line was thrown open for
traffic on June 19, seventeen days ahead of the stipulated date.
There can be no doubt that could the manufacturers have de-
livered material earlier the whole work would have been com-
pleted by June 1.
Maurice Fitzmaurice, engineer to the Council, made several
alterations in the original construction of the track as carried
out on the first Tooting line. The rail length was increased
from 30 ft. to 45 ft. On the Tooting line the rails were laid
with "Dicker" joints without any provision for anchoring. On
this road the anchor rail joints were used; the rails were also
anchored between joints. The position of the sumps was also
changed from the margin to the center of the track, and the
sumps were spaced 140 ft. instead of 180 ft., as formerly. The
conduit tubes discharge directly into the sumps. The difficul-
ties found in keeping clear the pipe connections from tubes to
sumps are so avoided. At insulator pockets paving plates were
inserted, carried between yoke and stirrup support in panel.
For slot switches in the special work Hadfield's design was
adopted. The castings were supplied by the Anderson Foundry
Company, Ltd. ; the tie-rods by Bayliss, Jones & Bayliss, Ltd.,
and the cement by the Associated Portland Cement Maun-
facturers, Ltd.
The whole of the work was executed under the supervision
of A. N. Connett, chief engineer to the contractors.
♦♦♦
NEW LARGE POWER PLANT AT NEW ORLEANS
As a supplement to the description of the various existing
power plants of the New Orleans Railways Company, given in
issue of Street Railway Journal of June 18, 1904, an en-
graving is presented herewith of the new central station, on
BONDING CONDUCTOR RAILS
which construction has just been commenced. It will be known
as the "Main Station," and will be located on the square
bounded by Market, Water, South Peter and Richard Streets.
Within the past year a new engine room, known as the An-
nex Station, and described in the previous issue mentioned,
has been built by the company. This engine room forms a
portion of the new central station, which will have an ultimate
capacity of 60,000 hp. When completed it will be twice as
large in capacity as the combined size of all lighting and rail-
road power houses now operating in New Orleans, and which
August 6, 1904.]
STREET RAILWAY JOURNAL,
183
are, with their total of 30,000 hp, barely sufficient to meet the
demands of the rapidly increasing business of the Railways
Company.
On the square where this central station is to be erected
there now stands the new Annex engine house, referred to
above and shown on the right hand side of engraving, just
beyond the middle, or off-set, panel ; the old engine house of
the City Railroad Company, and that of the Edison Company;
two boiler houses extending through the center of the square,
and four large underground storage tanks for fuel oil. There
1500-kw units will be installed at once, followed later by larger
sizes of about 5000 kw capacity each. The installation will be
of the latest modern character, with high-pressure water-tube
boilers, mechanical stokers, superheaters, high vacuum con-
densers, and corresponding auxiliary and switchboard equip-
ment throughout. The use of a double-deck boiler house and
steam turbines permits the most advantageous utilization of
the property owned by the company, and economizes on founda-
tions and piling. The design is of a sectional character, espe-
cially adapted to the making of progressive installations at
is also an unoccupied area on which machinery can be unloaded
and stored. The plans contemplate the demolition of the pres-
ent boiler houses and the erection of a new one measuring
115 ft. x 250 ft., and running across the square in a direction
transverse to the present old boiler houses and parallel to the
new Annex engine room. The new boiler house will be double
deck, as shown.
The new engine room will be enlarged from 70 ft. x 100 ft.
to 95 ft. x 250 ft., or to more than treble the present area, and
will contain an equivalent of 60,000 ihp capacity when com-
pleted. The entire equipment will not be installed at once, but
from time to time, as the needs of the system require.
The new generating units will be turbo-alternators. Three
minimum cost. The distribution of energy from the station
will be by alternating current, except in the case of the three
large direct-current railway units mentioned.
The immediate installation will be in the neighborhood of
8000 hp. This is in addition to the 10,000 hp capacity in Annex
Station, recently installed in three vertical cross-compound
condensing engine units, direct coupled to 575-volt direct-cur-
rent generators, used for railway purposes.
The consulting engineers for the New Orleans Railways
Company are Sanderson & Porter, of New York, from whose
drawing the engraving is photograpbed. The work of con-
structing and equipping the new station is also being done by
Sanderson & Porter as general contractors,
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
A LARGE NEW STEAM TURBINE POWER PLANT INSTALLA-
TION FOR DUBUQUE, IOWA.
Many trial installations have been made for the experimental
use of the steam turbine and for otherwise determining its pos-
sibilities, and much interest has been shown in the very favor-
able results that have in most places resulted. The proposed
new power plant described in the accompanying article is, how-
ever, the first for electric railway service, at least, which has
been planned originally for the exclusive use of steam turbines.
This plant is being installed at Dubuque, la., by the Union Elec-
tric Company, for the combined operation of their electric rail-
way, power and lighting circuits, and is notable for the ex-
clusive use of Curtis steam turbines. As stated in a recent,
issue (June 25, page 956), the work of construction upon the
buque, in close proximity to the Mississippi water front, in
order to obtain the advantages of an abundant supply of water
for condensing purposes. This location is not central in rela-
tion to the power consumption, but the facility of electrical
transmission renders the matter of location insignificant when
compared with the advantages of operating condensing. The
foundation requirement was of less importance in governing
the location, as on all available sites pile foundations would
have been required. A special condition was imposed in this
position, however, in that provisions had to be made for the
protection of the in-take-pipe connections on account of the
destructive action of this waterway during freshets. A special
bulkhead was installed near the in-take, which provides against
obstructions and filling-up at the intake, and also serves the
purpose of protecting the shore adjacent to the station. The
CROSS-SECTION OF THE NEW STEAM TURBINE POWER PLANT BUILDING OF THE UNION ELECTRIC COMPANY, DUBUQUE,
IOWA, SHOWING DETAILS OF CONSTRUCTION
plant has, after considerable delay, now been begun and is pro-
gressing rapidly. Many special features have been incorporated
in the design, which will make the plant one of the most modern
and up to date to be found in this country, and for various rea-
sons its operation will be watched with interest by those inter-
ested in modern power-plant construction.
This company has, up to this time, operated its railway ser-
vice by two independent power plants, but is now arranging
for a new single-generating plant, to be located at a point con-
venient to the river, for condensing water, from which the
power will be transmitted. This work is the natural outcome of
the remarkable development which this company has exper-
ienced in its electric railway service, as has been the case in
most other cities, and in taking this advance step it was the de-
sire of the company to install a plant which would be as nearly
complete as possible, and involve the very latest practice in
every detail. As a result, the plant will be found a model, and
is particularly interesting for the originality of its design, which
is naturally of a special nature to provide for the exclusive use
of turbines.
The new plant is located at the foot of Eighth Street, in Du-
top level of the masonry is some distance above the original
level of the river bank, and will protect the plant in periods of
abnormally high water that are prevalent at this point in the
spring.
THE POWER HOUSE BUILDING
The design of the power house is remarkable in many re-
spects. The noticeable feature in which it is differentiated
from power houses designed for reciprocating engines, appears
in the small floor area and greatly reduced head room required
for the turbo-generator room. The total clear height provided
above the floor in this section is only 22 ft. 9 ins., which is 11 ft.
less than that required in the boiler room. The provision of a
14-ft. basement, beneath the turbines, which is partly open to
the main turbine room, is another feature of interest, which is
characteristic of Curtis turbine installations ; the ease of access
thus provided to the condensers is of great importance. The
arrangement of the framing carrying the elevated coal bunkers
in the boiler room is also novel in this plant, and the founda-
tion provisions for the turbo-generator units are remarkable for
their lightness.
An important feature of the building construction was the
1 86
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 6.
use of concrete piles for the foundation, 450 piles of this inter-
esting new type having been installed by the Raymond Con-
crete Pile Company, of Chicago, 111. The piles, as used, are
all of the tapering wedge type, 20 ins. in diameter at the butt
and 6 ins. in diameter at the point. This type of pile is said to
give, by virtue of its shape, very great carrying capacity, es-
timated to be equal to that of three ordinary wooden piles of
the same length. It is important to note here that these piles,
as installed for the stack foundation, were designed to carry
loads from 60,000 to 70,000 lbs. each ; this is an unusually heavy
load per pile, but it has been found that this type is easily ca-
pable of sustaining it. An important advantage of the concrete
pile lies in the fact that it will never rot out, whether in dry
or in wet soil, but, on the other hand, tends to grow stronger
with age. The location of the water line in the soil may also
be disregarded in the use of the concrete pile, as the upper part
may project as far above the water level as desired, without fear
of deterioration, as is the case with wooden piles.
In construction of the concrete piles a taper core of shape
similar to that of the finished pile is encased with a sheet-iron
shell and driven in a manner similar to that of driving the or-
dinary wooden pile, by the use of the usual steam pile-driver.
The core is then, by means of a patent process of the Raymond
Company, collapsed, or slightly reduced in size, which allows it
to be withdrawn from the shell, so that the interior may be
filled with the concrete at leisure. The shell remains in the
ground and forms a perfect mould for the concrete, which is
afterward introduced and tamped solid as it is filled in.
The use of the concrete pile is a comparative novelty in
power-plant construction, but it appeals to the engineer as a
step in advance over the former method of using piles. The
greater carrying capacity of this concrete pile results from its
tapering or wedge shape, which provides a considerably greater
bearing surface. This feature makes the driving somewhat
more difficult, although in ordinary soils no trouble is experi-
enced. In this installation, it was found that for the last 4 ft.
of the driving of each pile, the penetrations that were ob-
tained were only from 3-16 in. to % in. per blow of a No. 2
steam hammer. All of the piles used there were struck from
650 to 700 blows, and some of them as high as 800 and 900
blows, the number of blows required depending upon the char-
acter of the soil at the point of driving. In spite of the greater
difficulty of driving, however, from eighteen to twenty piles
were driven per day by a single hammer ; the soil encountered
was a very firm mixture of clay and sand, with clay predomi-
nating. It may be added that the reason why greater penetra-
tions are not obtained at each blow with this pile toward the end
of the drive, as is the case with the wooden pile, is that in driv-
ing the core for the concrete piles its wedge shape offers a
continuous obstruction to its peneration into the earth ; in the
case of the ordinary wooden pile, after the hole is once well
started, the comparatively straight outline of the pile permits
it to follow the hole already made, which
places the resistance offered to driving en-
tirely at the point.
The architectural features, as well as the
details of construction of the building, are
clearly shown in the outside elevation draw-
ings and the building cross section. The
building is plain, architecturally, yet the ap-
pearance is indicative of the substantial char-
acter of its design. A symmetrical arrange-
ment of arched windows was obtained, and
also an attractive cornice design presents a
pleasing effect. The most noticeable feature
of the building is the arrangement of the flat
roof over the turbo-generator room and the
higher inclined roof, with lantern, over the
boiler room. It is important to note that the
circulating pumps, used in connection with
the circulating system for the condensers, are
located in a separate pump house, built on
the basement level just outside the east end
of the building.
The power house is a substantial building
of brick, with a steel frame, concrete floors
and fireproof tile roof, occupying a ground
area of 114 ft. x 96 ft. It is divided into two
sections by a division wall, the boiler room
being 46 ft. wide between walls and the
turbo-generator room 45 ft. inside. The
VIEW OF THE PILE FOUNDATION FOR THE STACK, SHOWING
THE CONCRETE PILES IN PLACE AND THE STACK ANCHOR
BOLTS LOCATED READY FOR FILLING IN THE
CONCRETE FOUNDATION BODY
generator room has a free height under roof trusses of 22 ft.
9 ins., while the boiler room has a similar clear height of 33 ft.
9 ins. The turbine room has a 14- ft. basement on the south
side, which contains the condenser equipment. Easy access is
given to this portion by conveniently located stairways, as
shown. The basement under the opposite side of the room,
GENERAL VIEW OF THE DUBUOUE POWER PLANT FOUNDATIONS AFTER
THE INSTALLATION OF THE RAYMOND CONCRETE PILES-
SECTIONS OF THE SHEET-IRON SHELLS, USED
IN DRIVING, APPEAR IN FOREGROUND
August 6, 1904.]
STREET RAILWAY JOURNAL.
187
which provides for the wiring connections to and from the
switchboard, is 8 ft. high. In the boiler room a 10-ft. base-
ment has been provided, which gives convenient access for the
handling of ashes, the care of the blow-off and other auxiliary
piping. The floors are of granolithic composition throughout,
providing for maximum cleanliness and absolute fireproof quali-
ties. The general building contract was undertaken by Wither-
spoon, Englar & Company, Chicago, 111., the structural steel
work being installed by the Morava Construction Company,
also of Chicago.
The turbo-generator room roof is carried upon substantial
roof trusses of eight panels each, which are 6 ft. in height at the
division wall end, sloping to a height of 4 ft. at the opposite
end for roof drainage. The boiler-room roof and lantern are
carried by a roof structure consisting of composite trusses of
the type shown in the cross section; this construction was re-
quired for carrying the weight of the elevated coal bunkers at
the south side. The lower cords of the trusses on the south
^Purlins.
coal and ash-handling equipment, together with the elevated
coal and ash storage. This equipment involves many interest-
ing features, representing the latest and most approved
methods. Coal is delivered to the handling system by dis-
charging directly from the railroad cars into a receiving hop-
per underneath the side track running along outside the boiler-
room wall. The hopper is arranged so that by the use of hop-
per coal cars coal may be discharged into the system without
handling. The receiving hopper beneath the side track de-
livers the coal into the handling system through a self-con-
tained coal-crusher mechanism, which reduces all large lumps
of coal into cubes of suitable size for use in the automatic
stoker, after which it delivers on to a cross-line belt conveyor
for delivery over to the longitudinal bucket conveyor. The
bucket conveyor, which is of the McCaslin overlapping gravity
bucket type, surrounds the boiler room, passing beneath the
floor in front of the boiler ash pits and above the coal bunkers
next to the roof, like an endless belt, as shown in the engraving.
SECTION, WITH BRICK WORK REMOVED.,
PART LONGITUDINAL AND CROSS-SECTIONS OF THE BOILiiR ROOM OF THE DUBUQUE POWER PLANT, TO SHOW
ARRANGEMENT OF COAL AND ASH STORAGE BINS, AND DETAILS OF MECHANICAL HANDLING SYSTEM
side, which carry the coal pockets, are heavily reinforced with
plate girders of 30-in. web; these are assisted in carrying the
load by floor supports in the form of steel posts located between
the boilers and in line with the boiler fronts. They support the
plate girders at points 18 ft. from the outside boiler-room wall.
This special construction is clearly shown in the longitudinal
and cross sections of the boiler room. It will be further noticed
that a concrete division wall is constructed between the two
king-post trusses along the center line of the boiler room, which
serves to retain the coal entering the bunkers. In this way
the roof truss space at the south side may be entirely filled
with coal, while the truss space at the opposite side and over
the boilers is left free for light and ventilation.
The roofs are constructed of tile, the well-known form of
book tile, laid upon inverted T-bars for purlins, being used.
The roof is carried by 7-in. 15-lb. I-beams, arranged longitudin-
ally, one over each vertical member of the trusses ; the T-shaped
purlins are laid crosswise upon these and properly spaced to
carry the book tiles. The usual felt, tar and gravel roof cover-
ing is laid above the tiles over the turbine room for waterproof-
ing, slate being used over the tile on the boiler-room roof. This
type of roof is not only water and weather-proof, but is also
absolutely fireproof and condensation proof.
COAL AND ASH-HANDLING SYSTEM
The above-mentioned special longitudinal and cross-section
drawings of the boiler room show also the arrangement of the
The arrangement of this apparatus, both in the basement and
above the bunkers, is clearly shown in the sectional drawings.
For the removal of ashes from the boiler ash pits, a special
movable apron hopper is provided to run on a pair of rails above
the bucket conveyor in the basement, so that by moving it along
in front of any ash pit door the ashes may be raked out from
within, and thereby delivered on to the conveyor without danger
of overloading the buckets or of spilling the ashes on to the
working parts of the conveyor chain. This apron hopper is
very conveniently arranged for this work, and can be easily
moved for handling ashes out of any pit. The conveyor carries
the ashes overhead to the upper part of the building in the
same manner in which coal is handled, from which it may be
dumped into the ash storage pocket at one end of the boiler
room. This entirely obviates any manual handling of the ashes
and ensures the greatest possible rap'dity in removal. The ele-
vated ash pocket is provided with off-bearing chutes, one pro-
jecting through the end of the boiler room and the other
through the side wall over the side track; in this way the ashes
may be clumped, either into railroad cars or into carts brought
alongside the end of the power house, for removal.
Inasmuch as the stoker equipment was designed for burning
the cheaper grades of coal, special provision was necessary for
the prevention of spontaneous combustion in the bunkers, to
which the lower grades of the Western coals arc liable when
stored for any length of time.. An arrangement has been made
1 88
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
whereby coal thus affected may be drawn off from any bunker
when signs of heating are noted, and directed into the lower
leg of the conveyor system in the basement, and thence recon-
veyed and elevated again to the same or to a different coal
bunker, as desired. This is accomplished by special chutes,
which may be inserted through holes provided in the boiler
room floor between the boiler fronts, as indicated in the
boiler-room longitudinal section; the down spout is swung over
in line with this chute, and the coal permitted to pass through
and enter the conveyor in the ash room below, whence it is ele-
vated. It has been demonstrated that spontaneous combustion
amount of coal delivered from the receiving hopper through
the crusher, and in turn into the conveyors, is regulated. The
cross-line conveyor is operated from the coal crusher mechan-
ism. The conveyor driving mechanism for operating the main
line McCaslin conveyor is of the self-contained, direct-con-
nected type, located in the loop at the point indicated on the
drawing. The starting and speed regulating controller, also
provided for this motor, enables the speed of the conveyor sys-
tem to be changed, and will operate at from 35 lineal ft. to
about 45 lineal ft. per minute.
The coal-crusher mechanism being installed at this plant is of
SECTION A-A
DETAILS OF THE SPECIAL INTAKE CONSTRUCTION UPON THE RIVER FRONT TO PROTECT THE CONDENSER CIRCULATION
SUPPLY PIPES AND ENSURE AN UNINTERRUPTED SUPPLY
in coal piles always occurs at the bottom. and near the center,
namely, at the point of greatest pressure ; in the case of a
bunker of the shape used here it usually occurs near the en-
trance to the down spout. In this way, by drawing off a few
tons from the lower part of the bunker, when heating occurs,
combustion may be easily and successfully prevented ; this is a
valuable provision, as it has always been found that pouring
water on the coal in such a case only increases the liability of
heating.
The capacity of the coal crushing and coal and ash conveying
equipment being installed will be from 40 tons to 45 tons per
hour. The coal crusher mechanism is operated by General
Electric three-phase variable-speed induction motor, provided
with a starting and speed-regulating controller, by which the
the well-known McCaslin single-roll type, provided with a
swinging corrugated counterweighted baffle plate, with adjust-
ing screws for regulating the size of cubes to be crushed and
counterweighted sufficiently only to hold the baffle plate in posi-
tion for crushing the kind of coal to be used. In case a car
link or other foreign substance is contained in the coal, this
swinging baffle plate will move backward and permit the
coupling link or other foreign substance to pass down through
the crusher without damaging same. This is a most important
feature, since it is very necessary that the coal-crusher mechan-
ism shall be capable of continuous duty as much so as the coal
and ash handling equipment.
The coal and ashes are discharged from the upper horizontal
run of the conveyor into the elevated coal and ash bunkers by
August 6, 1904.]
STREET RAILWAY JOURNAL.
means of a movable tripper supported on a trackway provided
for it. This tripper may be shifted over any bunker and set
into operation from either end of the upper run, so that coal
and ashes can be delivered at any point or points along the
trackway. This entire coal and ash handling equipment, in-
cluding the coal crusher, was furnished by John A. Mead &
Company, of New York.
BOILERS
The present boiler equipment that is being provided consists
of four Babcock & Wilcox horizontal water-tube boilers of 400
rated horse-power capacity each. As will be noted from the
plan, however, space is provided for another battery of two
additional boilers, which will be installed when needed. These
boilers are of the new all wrought-steel construction recently
developed by this company for high-pressure work, and are de-
signed for a working pressure of 200 lbs. per square inch.
Each boiler is equipped with a Babcock & Wilcox superheater,
which will give 150 degs. F. of superheat to the steam deliv-
ered. The furnaces are equipped with the well-known Babcock
& Wilcox chain-grate stokers, which are to be driven by Krie-
bel vertical engines. These engines are belted to the counter-
shaft above the boiler fronts, which operate the stokers, so that -
either one may be used as desired. Coal is delivered from the
coal bunkers directly into the hoppers of the stokers by con-
veniently arranged swinging chutes, as shown in the longitudi-
nal view of the boiler room. These chutes are provided with
Core for % bolts
( 10-2^" Bolts.
J 20'6"long.
^Threaded ends
upset.
SECTION H-H
DETAILS OF THE FOUNDATION FOR, AND THE PRINCIPAL FEATURES OF CONSTRUCTION OF, THE 200-FT. SELF-SUPPORTING
STEEL STACK AT THE DUBUOUE POWER PLANT
swiveling connections to the bunker outlets, being hinged so
that they will operate at any convenient angle. They may thus
be arranged to deliver into any part of the stoker hoppers, or
into the special chutes for delivery to the conveyor system in
the basement, if necessary. Valves are provided at the bunker
outlets for admitting the coal to the chute, which are operated
by chains running to the floor, as shown.
THE STACK
The stack provided is of interesting construction in that it
is of the self-supporting steel type, 200 ft. high, with a solid
fire-brick lining extending the entire height, and also in that
it has an admirable arrangement of reinforcing around the flue
openings. The details of the stack, as well as also of the
foundation, are presented in the accompanying drawings. As
may be noted, it has a clear opening of 11 ft. throughout; the
lining is of radial blocks of fire-brick. Fifty-eight of the Ray-
mond concrete piles are used for the support of the stack; the
foundation rests upon the piles at a depth of 12 ft. 6 ins. below
grade level, extending to 5 ft. 6 ins. above grade. Upon this
the stack rests directly, being held down by sixteen 2j^-in.
August 6, 1904.]
STREET RAILWAY JOURNAL..
bolts, which are 20 ft. 6 ins. long, extending to the bottom of
the foundation. Special bolt connections for anchoring the
stack to the foundation are provided, as shown in the detail
view; these connections are very heavily constructed of struc-
tural shapes, and riveted to the lower portion of the stack, as in-
dicated. The details of the reinforcement around the flue open-
ings are also made clear in the detail view. Another interest-
ing feature of the stack is the special cap construction, which is
also clearly shown in an additional view. This stack is being
erected by S. Freeman & Sons Manufacturing Company, Ra-
cine, Wis.
BOILER AUXILIARIES
The boilers are fed by two horizontal duplex feed pumps
furnished by the International Steam Pump Company. These
ticularly in view of the use of a vacuum heater in connection
with a turbine plant. Both wet and dry vacuum pumps are
used in connection with the condenser, the wet vacuum pump
being of the centrifugal type, removing the water directly from
the bottom of the condenser and discharging through an 8-in.
pipe into the water-sealed inlets of the vacuum feed-water
heater. The use of a centrifugal pump in this connection is
the most recent practice of the General Electric Company, who
are the first to adapt this form of pump to this service. The
only difference in the pump and condenser connections at this
point is the introduction of a check valve, to prevent breaking
the vacuum when the wet pump is stopped. There is no regu-
lating device of any kind to govern the admission of the hot-
well water into the feed-water heater, the accumulation and
Water to Boiler Itoom
Basement
Steam from Main
Steam Header
PLAN
TTT Reducing Valve 200/!
31eeder3 from Throttles and 1 Drips from
Exhauet Elbows at Engines Discharge
through Exhaust Trap to Cesspool.
Steam Tiat
30 Condenser Discharge
llain Exhaust to
Atmosphere
Jti Condenser Supply
SIHE ELEVATION
DETAILS OF, AND ARRANGEMENT OF APPARATUS IN, THE PUMP HOUSE OUTSIDE THE EAST END
OP THE POWER HOUSE, CONTAINING THE CENTRIFUGAL CIRCULATING PUMPS
FOR THE CONDENSING SYSTEM
pumps arc of the pressure pattern, having separate removable
valve chambers and plungers, instead of pistons. They have
12-in. steam cylinders and yYz-'m. water cylinders, with a com-
mon stroke of 10 ins. The feed water is heated by a large
Webster vacuum feed-water heater and purifier of 4000 hp ca-
pacity, which was furnished, together with the necessary auxil-
iaries, by Warren Webster & Company, Camden, N. J. It is
important to note that in this plant the approved method of
reserving the exhaust steam from the auxiliary engines for the
heating of feed water has been adopted.
The feed-water heating system of this plant embodies some
new and interesting features, and in many points may be right-
fully considered an advanced step in power-plant practice, par-
flow being considered at all
times to be in proportion to
the demands for feed-water.
As there is always more or
less loss from cylinder drips,
leakage, blowing off the safety
valve, etc., provision must be
made for the introduction of
'make-up" feed-water; this is
accomplished in a unique man-
ner. Within the vacuum heater
there are two floats, located at
different levels, the higher one
being connected by a series of
levers and chains to a single-
seated, piston-balanced, water-
regulating valve. This valve
is connected to the circulating
water eduction pipe from the
condenser, and also to the
smaller inlet on the top of each
condenser, which is in communication with the exhaust side.
In this way, when "make-up" feed-water is required, the water
level in the feed-water heater falls to the upper float, which
opens the "make-up" feed valve, admitting the warm circulating
water directly into the condenser; this increases the condensing
effect, and at the same time saves a portion of the heat which
would otherwise be lost in the circulating water. From this point
"make-up" feed-water takes the same course as the other
hot-well water, and is handled by the centrifugal pumps. If at
any time the turbines should be running non-condensing, the
feed supply to the vacuum heater is taken from the city mains
through the single-seated, piston-balanced regulating valve,
controlled by the second float within the heater, which operates
192
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
August 6, 1904.]
STREET RAILWAY JOURNAL.
193
from the lowest water level. The whole water supply system
is thus entirely automatic.
The style of heater used is the Webster star-vacuum feed-
water heater and receiver, Class C, manufactured by Warren
Webster & Company, Camden, N. J. It is a special type of
heater, with a very large receiver, and is especially fitted with
the Webster self-cleaning oil separator for freeing the exhaust
steam of oil in order to deliver the feed-v/ater pure. The size
of the heater is nominally 4000 boiler-hp. It is built entirely of
cast iron, fitted with perforated copper heating
trays, all of the parts in contact with the steam
or water being made of either cast-iron, copper
or brass. The filter is of the upward filtration
type, in whi.ch the water, after being heated,
flows first to a receiving compartment below
the filtering material, where the heavier im-
purities are deposited, the water rising in an
upward direction through the filtering material.
The special Webster vacuum line attachment
is provided for operation in connection with
the heater, when the supply of exhaust steam
is insufficient to heat the feed-water to the boil-
ing point or, what is equivalent to the same
thing, to maintain atmospheric steam pressure
within the heater. This device automatically
removes the air and gases from the heater,
which are given off from the feed-water, and
maintains within the heater a pressure below
that of the atmosphere, which gives a partial
condensing effect on the auxiliaries.
TURBINES
The turbine equipment consists of four 500-
kw four-stage Curtis turbines, which are de-
signed to operate at 200-lbs. steam pressure,
with 150 degs. F. superheat. These turbines in-
volve the latest improvements which have been
embraced in the Curtis turbine design, the
most novel of the many improvements involv-
ing the use of water for lubrication of the step-
bearing instead of oil, which was employed
formerly. The lower surface of the step-
bearing is, in these turbines, made of wood.
Oil is used for the lubrication of the upper
bearings, which is fed from a small reservoir
mounted at the top of the generator, through
sight-feed oilers. The amount of oil required
by the upper bearing will not exceed gal.
per minute per turbine. A pressure oiling sys-
tem is to be installed for this service and other
lubrication.
Each of these turbines will also be provided
with a brake that can be conveniently operated
from the outside, and can be used to take the
whole weight of the revolving part in case the
step-bearing should fail. Another more important function of
this brake is to stop the machine when it is desired to do so, as
these turbines will revolve for several hours after steam has
been shut off unless load is placed upon it or the brake is ap-
plied.
CONDENSERS
The condensing equipment consists of four Worthington sur-
face condensers, fitted with brass time heads and hot wells and
coolers, each condenser having 2000 sq. ft. of cooling surface.
The condenser equipment is supplied with cooling water from
the Mississippi River by two 14-in. Worthington steam-driven
volute circulating pumps, located in the pump house at the east
end of the power house; these volute pumps are'each direct
connected to vertical engines built by the New York Safety
Steam Power Company. The hot water of condensation is re-
moved from the hot wells by four i-in. volute hot-well drainage
pumps, direct driven by 3-hp induction motors. These drain-
age pumps deliver the condensation to the Webster open heater
for returning directly to the boilers. Make-up water for the
boilers is ordinarily to be taken from the circulating system,
this being regulated by the float in the heater; arrangements are
also made for the use of city water for this purpose.
Two rotative, dry-vacuum pumps are provided for the re-
moval of air and other gases, this pump being of the recipro-
EX.TERIOR DRAWINGS, SHOWING OUTLINE OF THE NEW TYPE OF FOUR-
STAGE CURTIS TURBINE, TO BE INSTALLED AT THE
DUBUQUE TURBINE POWER PLANT
eating type, with 8-in. steam cylinders, 16-in. vacuum cylinders
and 12-in. stroke. The steam cylinders of these pumps are
fitted with Corliss valve gears for highest economy of oper-
ation, and a novelty is introduced in the placing of the vacuum
cylinders vertically, the steam cylinders being located horizon-
tally, and the connecting rods of the two cylinders being
attached to a common crank-pin.
The condenser arrangement at this station is somewhat novel.
The volute drainage pumps for the removal of the water of
condensation from the hot wells are located below the level of
the hot wells, so as to receive their suction by gravity. In this
way the pump always runs a little ahead of the water, and there
is no necessity of floats, valves or other automatic devices.
Furthermore, there is also no possibility of air binding, as in
reciprocating pumps, as used for this purpose. An important
STREET RAILWAY JOURNAL. [Vol. XXIV. No. 6.
194
advantage is obtained by the use of the novel type of dry
vacuum pumps with vertical vacuum cylinders and horizontal
steam cylinders, as it not only saves considerable room, but per-
mits freer access to the valve gear mechanism. This entire
condensing equipment, as well as also the boiler feed pumps,
were furnished by the International Steam Pump Company, of
New York.
ELECTRICAL EQUIPMENT
This company operates, in addition to the street railway sys-
tem, commercial lighting and an arc street lighting system, the
feeders for the various circuits being operated at high voltage
upon the three-phase alternating system. The turbo-generators
deliver 60-cycle three-phase alternating current at 2300 volts.
There will be two sets of bus-bars on the switchboard, one for
the lighting load and the other for the railway system, the con-
nections being so arranged that any one of the turbo-generators
may be thrown onto either bus. The commercial lighting cir-
cuit feeders will be operated at 2300 volts upon single-phase
circuits, while the arc street lighting circuits are to be operated
upon the constant-current system by the use of General Elec-
tric "tub" transformers; this system involves the operation of
400 General Electric series alternating enclosed arc lamps dis-
tributed throughout the city.
The 600-volt power circuit for the street railway system is
supplied through four 300-kw rotary converters operated from
the street railway bus-bars. The current for operating these
rotaries is stepped down by 330-kw air-blast transformers of
the new three-phase type recently developed by the General
Electric Company ; the direct-current sides of the rotary con-
verters are all arranged for two sets of bus bars, so that the
direct-current may be carried independent of the grounded rail-
way circuit when required. The exciter equipment for the
turbo-alternators consists of a 33-kw General Electric marine-
type steam generating set, and a 30-kw motor generator set,
either of which has sufficient capacity for the excitation of the
entire installation. All of the electrical apparatus, including
the Curtis turbo-generator units, rotaries, transformers and
blowers, exciter sets, cable, etc., and the switchboard equip-
ment, was supplied by the General Electric Company.
It may be here stated that the street railway system of the
Union Electric Company in Dubuque provides for the opera-
tion normally of twenty cars, the entire single-track length of
the system being 18 miles. Owing to the short distances of
current transmission no sub-stations are required, the rotaries
being located in the turbine room of the power plant. The
entire rolling stock equipment is practically new, all cars being
equipped with General Electric type sixty-seven three-turn mo-
tors. Other improvements have been recently made upon the
street railway system in the form of reconstruction of the track
system. The girder rails formerly used are being replaced by
60-ft. 72-lb. T-rails of high section in the paved street portions
of the city, and the A. S. C. E. standard section of T-rail of
the same weight in the unpaved streets ; these changes involve
11 miles of the most important lines of the city.
This journal is indebted to both L. D. Mathes, general man-
ager of the Union Electric Company, and to the General Elec-
tric Company for the information furnished regarding this in-
teresting installation.
The first annual outing of the Cleveland Consolidated Street
Railway Employees' Benefit Association was held at Manhattan
Beach Park a couple of weeks ago. The programme of athletic
events at the park was started at 2 o'clock, and it was almost
dark before it was completed. Through the generosity of the
street railway company, two employees who sold 1043 and 1000
picnic tickets respectively, will receive free transportation to
the World's Fair. The surprise of the day was the donation by
George Mulhearn, former superintendent of the Cleveland
Electric Railway, of ice cream for all present.
THE TRAMWAY SYSTEM OF SYDNEY, NEW SOUTH WALES
Sydney, the capital of New South Wales, is the largest city
in Australia. This pre-eminence has been enjoyed only in
recent years, during which the city has had a very rapid
growth. The population of the city during the last three
decades is shown by the following table :
1881 225,000
1891 383,000
. 1002 508,510
The tramway situation in the city is unique in that the sys-
tem is owned not by a private company or by the city, but by
the government of New South Wales, which also owns the
steam railroad lines within the province. The affairs are
governed by three commissioners, who are government officials,
viz.: Charles Oliver, chief commissioner; David Kirkcaldie
and W. D. Fehon.
The first street railway line in Sydney was put in operation
in 1861, but owing to several causes was not a success. In
1879 animal power was abandoned for steam dummies on the
short system then in operation. The next few years witnessed
a gradual extension of the tramway system. In 1884, 27.5 miles
were in operation, practically all by steam power. In 1891, the
equipment of a considerable portion of the system with cable
was very seriously considered, and one or two short cable lines
were installed, but the conversion of the greater part of the sys-
tem Was abandoned in favor of a trial of electric power. The
first electric section was 2.25 miles in length, and was put in
operation in 1893. Since that time the development of the elec-
tric system and the substitution of this power for steam has
been rapid.
The real commencement of the present electrical era came
in 1899, with the opening of the George Street electric line,
which introduced electric traction into the heart of the city.
The officials of the Sydney tramway system have made a num-
ber of visits to America, and the construction has followed
largely American practice.
GRADES AND CURVES
The city is located on a series of hills, and grades of 5 and
10 per cent are frequent; there is one grade of 12.5 per cent.
The sharpest curve on the main line has a radius of 66 ft., but
on terminal loops there are curves of 46 ft. radius. The fact
that many of the lines pass from the city to the summits of the
adjoining hills has made the subject of current distribution a
serious one, owing to the heavy loads at the ends of the lines.
Thus, on the North Shore system, the Mosman line rises 290
ft. in 4620 ft., and the Neutral Bay line has a grade of nearly
10 per cent for a distance of nearly half a mile.
TRACK CONSTRUCTION
Standard gage is used, and the track is laid with from 60-lb.
to 83-lb. rails. The standard rail in the center of the city is a
grooved rail, weighing 83 lbs. per yard, and 6 ins. in height.
A great deal of the track, however, is laid with the T-rail, 60
lbs. to 80 lbs. in weight, and with 42-lb. guard rail, as shown in
the cut herewith. Where the grooved rail is used, wood pave-
ment, which is very popular in Australia, is employed, but the
T-rail is laid principally in macadam streets, with bluestone
ballast. A local wood, called iron-bark, is used largely for ties,
and has proved very durable. The ties are 4^2 ins. x 9 ins. x
8 ins., and thirteen of them are laid to a 30-ft. rail length. The
cost of track construction in Sydney for grooved rail in wood
pavements has been about £5,000 per mile of single track, and
for T-rail in macadam streets, about £3,000 per mile of single
track. Both copper and plastic bonds are used.
A considerable number of joints have been welded during the
past year by the Goldschmidt thermit process.
COUNTER-WEIGHT CONSTRUCTION
On the Balmain division a counter-weight is used for a short
distance, owing to the 12^2 per cent grade that exists on that
August 6, 1904.]
STREET RAILWAY JOURNAL.
*95
division. As the line is single track, the installation is a par-
ticularly interesting one. As in several American installations
of this kind, a shallow conduit is laid under the track, with a
center slot, through which the trolley car can grip the counter-
weight cable. The latter is led around a 6-ft. horizontal sheave
at the top of the incline, and its end is attached to a 10-ton
counter-weight, which travels on a subway track having a 2-ft.
6-in. gage. At the bottom end of the subway is a hydraulic
buffer, with a cylinder 10 ins. in diameter and a stroke of 3 ft.
6 ins. to cushion the blow of the counter-weight when it reaches
the bottom of the incline. The cable is car-
ried in the conduit on 15-in. and 12-in. carrier
sheaves located 30 ft. apart.
POWER STATION
The power station is located in a part of the
city known as Ultimo, on the bay, and its
ground dimensions are 318 ft. x 186 ft. It is
a brick structure, with three brick chimneys
of a height of 227 ft. and an internal diameter
of 11 ft. There are at present thirty-two Bab-
cock & Wilcox boilers, with sixteen others in
course of installation. The boiler house is in
two stories, with sixteen boilers at present on
each story. Each boiler has a heating surface
of 2852 sq. ft., and is equipped with automatic
pump. There are three such pumps in the pump-room, two
for service and one as reserve. They are driven by shunt-
wound motors of the General Electric make. The feed-pump
is operated by steam. Electric feed pumps were originally in-
stalled, but are not now generally used. The auxiliaries for
the vertical engines consist of three compound duplex-plunger
feed-pumps, made by the Worthington Pump Company, Lim-
ited ; three Worthington vertical compound beam air pumps
for the main engines; three Worthington compound horizontal
circulating pumps ; two combined air and circulating pumps
Street Ry.Jonrnal
SECTION OF T RAIL AND GUARD
Street Ry.Jo
SECTION OF GIRDER RAIL
Street Ry.Jonrnal
MAP OF SYDNEY, SHOWING THE STREET RAILWAY SYSTEM
chain-grate stokers. The cost of coal is from 3s. to 4s. 6d. per
ton at the pit's mouth, and as it is hauled to the station over
the State railways it is obtained at a minimum of cost.
The engine room measures 275 ft. x 99 ft., and contains four
horizontal cross-compound condensing Allis-Chalmers engines.
The cylinder dimensions of these engines are 26 ins. and 48 ins.
x 48 ins. stroke, and at 100 r. p. m. they are .rated at 1250 hp.
Each engine is directly connected to a 850-kw General Electric
generator. The alternating-current equipment consists of
three cross-compound vertical condensing engines, with cylin-
der dimensions 32 ins. and 64 ins. x 60 ins. stroke, rated at
2850 hp and each driving a 1500-kw three-phase 6600-volt 25-
cycle G. E. alternator. In addition, there are two standard
exciter engines.
To each pair of horizontal engines is fitted a Wheeler surface
condenser supplied with condensing water by a centrifugal
for the exciter engines ; and a stoker engine. The feed pumps
have each two high-pressure cylinders 9 ins. in diameter, two
low-pressure cylinders 14 ins. in diameter, and four single-
acting outside-packed plungers 73% ins. in diameter, all of 10-in.
stroke, and running at thirty double strokes per minute to de-
liver 150,000 lbs. of water each per hour. The circulating
pumps have two high-pressure steam cylinders of 12 ins. diam-
eter, two low-pressure cylinders of 17 ins. diameter and four
single-acting motor cylinders of 22 ins. diameter, with a com-
mon stroke of 16 ins. And two of the trio are capable of sup-
plying three main-engine condensers. The exhaust from all
the auxiliaries is conveyed to two feed-water heaters, each of
1500 sq. ft. heating surface. These are situated beneath the
floor of the upper boiler room.
Above the upper tier of boilers are a pair of coal bunkers
of a total capacity of 2500 tons of coal, sufficient to supply all
1
196
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
demands for at least ten days. The coal is dumped from the
trucks through a crusher, which reduces it to a 3-in. gage, on
to a bucket elevator 576 ft. long, carrying 288 buckets, with a
total capacity of 14,400 lbs. of coal. The crusher is driven by
an enclosed motor of 20 hp, and the elevator by a motor of
15 hp. The normal speed at which this works is twenty buckets
per minute, but it is capable of a great increase on this 30-ton
an hour rate. The coal is delivered to any part of the bunkers
by automatic dump blocks, whence it is carried by chutes to
the automatic chain-grate stokers. The conveyor also handles
the ashes.
Lubrication is carried out by means of an oil pump in the
basement and a tank on the roof of the engine room, through
a complete gravity system.
All parts of the added portion of the engine room can be
reached by a traveling crane with a single span of 96 ft. This
crane is operated by three independent motors of 30 hp for
main hoist, with a speed of 10 ft. per minute at full load; 5 hp
for trolley traveling, with a speed of 100 ft. per minute, and
50 hp for bridge traveling, with a speed of 150 ft. The limit
SECTION OF '1 RACK IN PAVED STREET
of the crane's weight-lifting capacity is 35 tons. The older
portion of the room is similarly provided for.
The direct-current and alternating-current switchboard were
supplied by the General Electric Company.
The station is piped with compressed air at 80 lbs. pressure,
supplied by a Christensen compressor.
SUB-STATIONS
There are at present five sub-stations erected and in active
work, and a sixth has been completed and is now being
equipped. Each of the five stations contains two 450-kw shunt-
wound rotary converters, and two battery boosters, each capable
of boosting a current of 1000 amps. Each sub-station is
equipped with two A. F. A. batteries, supplied and erected by
Messrs. Noyes Brothers, of Sydney and Melbourne. Each bat-
tery consists of 280 cells, with a capacity of 500-ampere-hours
at a one-hour rate of discharge. There is also a similar storage
battery at the Ultimo power station.
Each sub-station is also equipped with six air-blast 175-kw
transformers, with G. E. switchboards. The return boosters,
which following the English practice are used in Sydney, were
supplied by the Allgemeine Elektricitats-Gesellschaft. In ad-
dition there are several feeder boosters, some of the General
Electric and some of the Westinghouse make.
TURBINE EXTENSION
Large as the present plant is, the company has recently given
a contract for the installation of a 1875-kw Parsons turbo-gen-
erator, with an additional equipment of sixteen Babcock &
Wilcox boilers, with chain-grate stokers, Parsons condenser
and air pump, Worthington circulating pump, and Worthington
feed pump. The Parsons turbine will be the largest in Aus-
tralia. The generator will be a two-pole machine running at
1500 r. p. m. and delivering current at 6600 volts and 25 cycles.
OVERHEAD SYSTEM
The overhead trolley system is employed, and side poles,
center poles and span construction are all used. In the main
streets of the city, the lines are equipped with Mannesmann
steel poles. The wooden poles are of iron-bark. The trolley
wire is of 186,000 circ. mils, and both figure 8 and circular wire
are used. The feeder cables were supplied by the W. T. Hen-
ley Telegraph Works, and the British Insulated & Helsby
Cables, Limited, of Prescot, England.
ROLLING STOCK
The company has four types of cars, viz. : the double-truck
combination car, double-truck closed car, single-truck closed
car and single-truck open car. A few of the cars were sup-
plied by the J. G. Brill Company ; the others were built locally.
Both maximum traction and standard four-wheeled trucks are
used. As a rule, the cars are run in trains of two motor cars
each. Electric couplings are used between the two cars and
the two motors on each car are controlled by a four-motor con-
troller. Ordinarily, the cars are kept permanently coupled.
The rolling stock consists of 584 motor cars, 96 trail cars,
33 &r'P cars and 4° trail cable cars, 96 steam dummies and
123 steam trail cars. The motor cars are equipped as follows:
200 cars with G. E.-67 motors, 280 cars with G. E.-1000 mo-
tors, 64 cars with Westinghouse No. 68 motors, 21 cars with
Westinghouse No. 49 motors, 15 cars with Westinghouse No.
56 motors, 4 cars with Dick, Kerr & Company 35-hp motors.
Both motor cars and trail cars are equipped with air brakes.
Three hundred and fifty cars have the Westinghouse Traction
Brake Company's axle-driven compressors and 230 are pro-
vided with the Christensen motor-driven com-
A— — pressors. One Westinghouse magnetic brake is
also used.
OPERATION
The average speed in the city is 8 miles an
hour and in the suburbs 12 miles. On the prin-
cipal thoroughfares the cars are run on a head-
way of thirty seconds, and the cars stop on the
near side of the crossing. The lines are divided into penny
sections, with an average length of 2 miles in the city. The
longest run is \\)A miles, the fare for this distance being 6d.
The company has 5000 employees. The conductors' wages
average 7s. and the motormen's 8s. 3d. per day. The scale of
wages is as follows : Conductors, 6s. 6d. per day for the first
two years' service ; 7s. per day after two years' and up to four
years' service ; 7s. 6d. per day after four years' service. Motor-
men, 7s. 6:1. per day for first year's service ; 8s. per day after one
year's service and up to three years' service; 8s. 6d. per day
after three years' service. Signalmen, 8s. per day for first
year's service ; 8s. 6d per day after one year's and up to two
years' service ; 9s. per day after two years' service. Starters
and ticket examiners, 8s. 6d. per day for first year's service;
9s. per day after one year's service. Working hours are forty-
eight per week, with pay for overtime. The drivers are all
locally-trained men, recruited chiefly from the old steam and
cable trams.
The wages paid during the financial year 1902-3 were thus
distributed: Maintenance branch, £105,983; electric branch,
£145,606; traffic branch, £263,603; total, £515,192. In this re-
turn wages paid for new work are included, amounting to
The following are the statistics for the last two years: '
1 90 1 -2 1902-3
Length of line (street covered) 86m. 79ch. 98m. 6och.
No. of passengers 102,662,843 123, 167.58 r
Total earnings £591,697 £700,493
Working expenses £512,472 £610.252
Cost of construction and equipment ... . £2,629,009 £3,082.603
Measured as single track the system comprises 148 miles
without sidings, crossovers, etc., or 172 miles when they are
included.
The total cost of construction was £1,741,677, working out
at a shade over £17,663 per tram mile. Adding £1,340,926 for
power houses, sub-stations, plant, machinery, workshops, fur-
niture and rolling stock, a total of £3,082,603 is obtained, giv-
ing a cost per mile for construction and equipment of a little
over £31,215.
OFFICIALS
The tramways are under the general charge of the New
South Wales Railway Commissioners, as already mentioned.
August 6, 1904.]
STREET RAILWAY JOURNAL.
197
The following are those who have special charge of the tram-
ways: John Kneeshaw is traffic superintendent, G. R. Cow-
dery engineer of way, O. W. Brain electrical engineer, and W.
Thow chief mechanical engineer.
SOME QUALIFICATIONS OF THE RAILWAY ACCOUNTANT
BY W. B. BROCKWAY.
Nothing can be thoroughly explained or understood without
having in mind the force that controls or directs it. No system
of accounting, nor the scope of its methods, can be clearly un-
derstood without taking into consideration the personality 01
the head of the accounting department. And, it must be ac-
knowledged, no system of any kind, be it ever so perfectly
planned, can be depended upon unless it has a properly quali-
fied directing head.
Very much has been written about system, the need of it
and what it can accomplish ; but very little has been said
about the human element in it. Certainly "Messages to Garcia"
have appeared, but they are in general terms and do not special-
ize. The intention of this article is to give briefly suggestions
upon some of the requirements necessary to make an account-
tant all he should be as the head of a very important depart-
ment of electric railroad practice.
Beyond the fact that he should have ability and understand
his particular work, and be accurate in his work — require-
ments which it is assumed he fills, else he would not be so sit-
uated— there are at least four other elements necessary to make
bis work well rounded. They are honesty, individuality, tact
and imagination. Two of these are not usually considered
prerequisites, but this article, it is hoped, will show their im-
portance.
The first of these, honesty, is always considered, but always
from a dollars and cents point of view, which is, of course, im-
portant ; but that does not comprise all. It should mean fair-
ness and the ability and the desire so to regulate the acts of
his department that it be fair to all concerned. Honesty also
includes stability and that steadiness in belief and action which
gives the impression of security. Honesty in the accountant
not only means that the company's money is safe so far as it
concerns him, but that his work will bear the stamp of sin-
cerity. Honesty is of prime importance.
Individuality means standing upright on one's own feet, not
blindly following the ideas and work of others. No machine
was ever made, nor system of accounting planned, that is, in-
vented, without in some way showing the personality of the
maker. This is so true that it is frequently possible to identify
the maker by the workmanship.
No system of accounting can be placed in a man's hands
without sooner or later showing marks of his own particular
treatment. It must, in the nature of things, eventually become
an expression of himself. It is not too much to say that if he
is positive in action, so will his work probably be. If he i:
changeable and drifting, his work will bear the earmarks of it.
A strong individuality inspires confidence in the strength, re-
sourcefulness and ability of the possessor to do without pre-
cedent if necessary. Individuality is so necessary to the ac-
counting of a corporation that it should be fostered when
found, and not be lost amid red tape or custom.
Tact is patience, waiting, understanding ccr.ditions and
bringing them about. Tact is so important that native or ac-
quired ability will be largely or wholly neutralized without it.
Tact in handling men, in explanation, in contac^ with the pub-
lic, in hundreds of ways, is needed in the make-up of a man
almost as much as a just cause. Tact will succeed often when
force or the authority to force will fail. There is no gain-
saying its importance.
The last of the four requisite qualifications in the successful
accountant is imagination. At first glance, imagination may
be thought as outside the "dry work of business," but a little
thought will show that it is not. In its last analysis, imagina-
tion is simply the momentary translation in the mind of ideas
into realities to judge effects. An accountant most certainly
needs this talent, for it permits him to plan a system, the same
as an architect plans a house, with it complete in his mind,
while he is arranging the details to bring about the complete
system. Imagination may be intuition or it may not; be that
as it may, a man endowed with it makes fewer failures than
one who is so practical that he can not place himself in the
future or in the past as regards figures or the realities for
which they stand.
Some of these enumerated requirements are such that when
obtained they establish the standing of this officer in the com-
munity. Especially is this true of the smaller companies where
he meets the public constantly, and the public understands the
company through its contact with the representatives of the
company. Therefore, his standing, his reputation, is no small
matter.
The work of an accountant has reached a plane where some-
th ing more than bookkeeping is required of him. He should,
as a part of the term "ability," understand the operation of a
railroad, not as an ex-operating man, perhaps, but certainly he
should have a grasp of the theory of operation. The operating
manager and he should work so together, and he should be
acquainted with the operating conditions in such a real way
that he would understand the viewpoint of the manager as
well as the advantages and disadvantages under which the men
work from whom he receives information. He ought also to
see the construction of the property, to understand it, or at
least to know the theory upon which it is planned.
The legal department is another fruitful field for him to un-
derstand ; of course, not as a lawyer, but to know its routine
and its relation to the rest of the organization. Nor is it too
much for him to know the theory of banking, as many of Ids
duties bring him into close touch with it.
In other words, the successful accountant is a well-rounded
man. Remove from him the word "bookkeeper" (who is a
recorder only), and find him with the proper qualifications, he
becomes an important officer of the company. His understand-
ing of causes, through his experience with them, will make
the work of his department clearer and more to the point.
He is essentially a quizzical officer; he it is, of all the of-
ficers most called upon to continually ask "Why ?" and "What
for?" the replies to which will make his analysis of accounts
and causes and effects of the utmost value to the operating
manager or the president.
The position and work of an accountant are peculiar. His
point of contact with every department is the same. Nothing
can be done by any department without in some way reaching
the accounting department. Everything done, each additional
expense and every saving affect the books of the company.
The whole effort of the organization focuses upon this depart-
ment, and from it comes the story of the effort. Therefore,
the officer at its head needs all the training and level-headed-
ness possible.
He is a "bookkeeper" no longer; his work is larger and
very important. This is being more and more recognized, and
where this is so, there is being attracted a higher class of men
to the work, which cannot but result in a clearer understand-
ing of conditions, with the resultant benefits to all concerned.
A very eloquent example of how intelligent accounting may
assist toward success is given in a history of the Carnegie Steel
( lompany. It shows how the details worked out by the account-
ant permitted the operating manager to make quick and accu-
rate changes in both manufacturing and selling plans. This illus-
trates a case where the accountant was more than bookkeeper
and had a direct influence upon the success of the company.
Very many successful presidents and managers of to-day
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STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
have been such accountants as described herein. They have
not been content to keep books only, but have filled their office
to all its important limits, and in a postive way. Their pre-
ferment came as the recognition of their grasp of causes and
effects.
A future is open in this department to men who will see the
work and know what they see; who will understand and act
upon the certainty that honesty, individuality, tact and imag-
ination are as much a part of their equipment as the knowledge
of the difference between a debit and a credit.
REPORT ON THE CONTROL OF TRANSFER TRAFFIC*
I. AND II, — INTRODUCTION
The subjects to be discussed in this paper are not entirely
Lovered by its title. At the London meeting the following ad-
ditional questions were considered:
I. What is the fare on your system? (a) For continuous trips,
(b) When transfers are given.
II. Has the introduction of transfers fulfilled your expecta-
tions? You are requested to give the basis of your opinion by
citing the evidence.
The object of these questions was to find, by comparing the
experiences of the managers of various large companies,
whether the introduction of transfers had proved financially
beneficial. Considering the large number of members who
were expected to reply to the questions, the answers have been
comparatively few. Opinions have been received from forty-
two railways giving transfers and two who do not. From so
few answers it is difficult to form many definite conclusions.
In doing so, however, the replies received at the London meet-
ing in 1902 and the exhaustive data on German conditions
from the archives of the Deutscher Vereins will be found of
value.
The opinion of all the railways operating under similar con-
ditions is practically -unanimous on the following dicta:
The adoption of transfers has fulfilled expectations when the
fare can be regulated in accordance to the value of additional
service rendered; (a) when the additional cost does not exceed
the gain in income, and (b) when a transfer system can be
regulated in accordance with the local conditions.
These general opinions are more clearly defined by the fol-
lowing :
1. That the issue of transfers has caused very little ad-
ditional expense in the case of companies using tickets as fare
receipts, while it proved very difficult to companies not using
fare tickets. ( For an exception see answer to following ques-
tion, III.)
2. That special difficulties in the issue and control of trans-
fers exist only on very large systems with many crossings, as
the transfers must be so printed as to be easily understood by
conductors and passengers.
With this introduction, Questions III. and V. can be an-
swered more exactly.
III. — FARES CHARGED WITH AND WITHOUT TRANSFERS
A. Railways issuing tickets as fare receipts for all trips
have found the introduction of transfers advantageous when
fares could be regulated in harmony with the service rendered.
Railways in this class have incurred no appreciable additional
expense on account of transfers. The application of this ex-
perience to the different groups of railways gives the following
facts :
1. Railways using the zone rate system charge according
to the service rendered, and are therefore not obliged to charge
anything additional.
2. Large systems having few long through routes and the
uniform-fare system have had unfavorable results until they
made an additional charge for transfers.
* Report on Question 2, to be presented at the September (1904) meeting at
Vienna of the International Tramway and Light Railway Association.
3. On extensive systems having numerous through lines
and low uniform fares, the earnings have decreased, even when
an additional fare is charged. On such lines the necessity of
transfer passengers paying additional fare, even though the
total ride is short, is the only offset the railway can obtain for
long through trips.
4. Large railway systems having high uniform fares may
be benefited by the issue of transfers, without having recourse
to the additional charge. On extensive systems which form a
combination of long and short lines having no zone fares, the
cars could be divided into two classes, and free transfers could
be given to passengers paying the first-class fare, and not to
the second-class passengers.
5. Systems of medium size and charging uniform fares
incur no loss, although giving as many as three transfers with-
out extra charge. Companies of this type have presented the
most favorable reports. The transfers on such lines amount
to as much as 50 per cent of the total traffic.
It should be also stated that the fare-ticket systems of the
different railways were in no wise changed by the introduction
of transfers, and the number of additional employees required
must have been very few, as none of the reporting companies
mentioned this detail. ( For exceptions see answer to A-3
above.)
The use of different classes of cars has had no effect on the
foregoing results.
B — Railways Not Giving Fare Tickets for Direct Trip. —
All of the railways which reported unfavorably, despite reason-
ably high fares, belong to this class. They have not always
derived an advantage from transfer traffic, and many of them
have introduced transfers very unwillingly. While nearly all
of these lines carried a heavier traffic in consequence of the
introduction of transfers, they found that, in general, the old
methods of control were inadequate. On small systems the
passengers may be said to exercise a certain inspection over
the conductor, but on large lines using the register system no
method has proved satisfactory. A general statement of the
financial results cannot be made, as very few railways pre-
sented detailed statements. The loss through cheating is esti-
mated to be very high, but no details are given as to what ex-
tent this loss is offset by the increased income caused by the
introduction of transfers.
IV.— TRAFFIC CONTROL METHODS ON LINES USING FARE
RECEIPTS
It is absolutely necessary for success that aside from the
personal character of the fare receipts, the passenger should
be prevented : ( 1 ) From using the ticket for the return trip ;
(2) from using any but the shortest route to his destination;
(3) from using his time, after receiving a transfer, for the
transaction of personal business, and thus actually getting two
trips for one fare.
The first use can be prevented by ordinary traffic rules, and
the second and third by prescribing the route the passenger
should take and the transfer stations where he can make con-
nections, also by reducing to a minimum the time limit on
the ticket for making connections.
The information to be given to the passenger by the con-
ductor of the first car should cover the following: (1) The
route already taken and those to be taken; (2) the length of
time the ticket holds good.
In accordance with the above, the following information is
found on the tickets of most railways: (a) Time of day, (b)
date (or its equivalent) , (c) entrance zone, (d) transfer points,
(e) destination.
The marking is done mostly by punching or by using colored
pencils (the latter being preferred where the saving in time is
important) ; not so frequently by stamps, which are used prin-
cipally for marking the time, and occasionally for indicating
the route to be followed by the passenger.
\
August 6, 1904.]
STREET RAILWAY JOURNAL
199
Suppose we now consider each of the five foregoing points in
detail :
A, or Time of Day. — Unfortunately the replies on this point
are not very complete. Of the railways rendering reports,
most of them fail to tell from what time or to what time the
ticket remains uncanceled. Besides this, as nothing was sa.d
in most cases whether passengers were permitted to leave the
car during the time period marked on their tickets, nothing
more definite can be stated than the fact that all replies are in
favor of the shortest possible time interval and of requiring
passengers to use the nearest connection to their destination.
The different companies have figured out an average time in-
terval good throughout their systems. This is made up of the
longest possible time to make a trip, wait for car and time lost
in permitting crowded cars to go by unboarded. These points
are based, of course, on the size of the system, on the number
of times a passenger may leave the car during the time marked
on his card, the schedule and, finally, upon the personal ob-
servation of the railway manager. The time a ticket is good
varies from twenty minutes to one hour, but it should be noted
that a twenty-minute interval simply refers to possible time
required for transferring.
What time should be noted by the first conductor? (a) The
time of reaching the first transfer point, (b) the time his car
leaves the station, or (c) the time the passenger enters the car?
It is plain that the best method is to mark the time of reach-
ing the first transfer point, especially on lines giving but one
transfer. This makes it unnecessary to fix a uniform time
limit which would be too long for the short trips, and simply
requires the conductor to mark the time of reaching the proper
transfer point which his experience on the line enables him
to do with exactness. If the second conductor also knows this
time he will be more certain of knowing that the passenger
transferred at the nearest point. If some other system is used,
the conductor cannot figure out the matter so exactly, and there
is nothing left for the railway to do but to lengthen the period
for which the ticket holds good, and thereby lose control over
its traffic. It is a fact that on lines where a universal time in-
terval is granted, there are few quarrels between conductor
and passengers, which may be explained by the fact that the
railway's case rests on very uncertain grounds, as the passenger
can allege that the cars were too crowded, or that they refused
to stop. In instances of this kind the conductors more fre-
quently believe the passenger than is good for the treasury of
the railway company. As a result, the company only exercises
a superficial control, which is effective only in very flagrant
cases.
Even for railways giving more than one transfer, the better
method appears to be to mark the time of arrival at the first
transfer point, because it gives control over at least that por-
tion of the trip.
What should be the time when a ticket expires? (a) the
time of the last transfer? or (b) the end of the trip?
On this point also the answers are not very clear. Here,
too, it is probably better to make the time limit for the last
transfer and not for the end of the trip, for the shorter the time
interval the more certain the control.
The time of day is marked on the tickets in intervals
of one-twe^th, one-quarter, one-third or one-half hour. If
the division is made in one-twelfth-hour intervals, it apppears
only once on the fare-ticket. In the other cases it is repeated
every hour.
As a substitute for marking the time of day, the large rail-
ways which have very few crossings generally use a series of
numbers for each conductor, so that all the fare-tickets on one
car are of the same series.
B — Marking the Date. — The indication of the date is not
considered very important by some lines who have good con-
trol over their time intervals. The object in such case is to
save the conductor the trouble of stamping the date or to save
space in printing the tickets. Marking may be saved by a
regular or irregular change in the color of the tickets, or of
the pencils for marking them, and through changes in the
series letters. Space may be saved in printing by eliminating
the thirty-one days of the month and substituting numbers 1
to 11, in which case number 11 could be used both for the 21st
and the 31st, number 6 for the 16th and 26th. Another method
is to use the initial letters of the days of the week. In one case
the conductors used a different punch for every day in the
week. All of these methods may be considered satisfactory, as
it is not likely that the passenger will return for the sake of
saving a single fare after a certain number of days, exactly at
the same time and place, to continue the trip to the point for
which he had purchased a ticket several days before. For the
same reason, it has been considered satisfactory in printing
the time of the day to refer only to the numbers 1 to 12.
C — Entrance Zone. — The marking of the entrance zone, or
the point where the passenger boards the car, as well as the
transfer points and the destination, serve to fix the route. This
is also done on lines having a single fare, in which case special
provision is made for the transfer business.
The zones are usually denoted in one of three ways: (a) By
names of streets and places, (b) by number or letters, (c) by
a schematic symbol. Method "a" is used most frequently, and
is equally clear to conductor and passenger, but on large sys-
tems space does not always permit this method to be used, and
numbers or letters are used instead, which are not always un-
derstood by the passengers. The symbolic method is now be-
coming popular, as it possesses nearly all the advantages of the
others, but cannot be always used for very large, complicated
systems.
D — The Marking of the Transfer Points. — This was for-
merly considered superfluous by many companies, but it is now
almost universal. The passenger should be permitted to leave
the car only at the transfer point for which his ticket is marked,
to prevent him from attending to other affairs before using it.
It should be noted that while considerable care is taken to see
that the passenger gets on at the right place, no effort is made
to see whether he leaves the car ahead of time, although the
latter evil is as bad as the former. It is possible, however, that
most passengers are not aware that they can do this so easily.
E — The Marking of the Destination. — It is essential that this
be done by the first conductor wherever it is likely that the
passenger will attempt a return trip on the same ticket. In
such cases the direction of travel can be noted by different
colors, unless this is plain from other markings. The marking
of the destination for a going and return trip is also necessary,
but few lines do this. Tickets are canceled in all cases im-
mediately after the last transfer by tearing or punching.
V.— METHODS OF CONTROL ON LINES USING NO FARE
RECEIPT
As stated before, railways using fare receipt tickets have
experienced little additional trouble due to the introduction
of transfers, but this did not prove to be the case with com-
panies not using fare-tickets, and this accounts for the fact
that railways of the latter character give but one transfer. The
very small lines are the most favorably situated, as the man-
agers of such roads can give close attention to their employees
and the passengers also exercise a kind of control over the
actions of the conductors. It does not seem to make any dif-
ference whether such companies employ conductors or use
fare boxes. Where fare boxes arc used the motorman gives
out the fare receipts. Frequently the passenger receives no
information at all, except that the street names may be called
out.
When transferring from a car with a conductor to one with-
out one, two things arc given: the regular fare receipt and a
check-slip. The latter is deposited by the passenger into the
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STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
fare-box of the second car. Originally a number of the larger
railways used the quite effective method of having inspectors
at connecting points, whose business it was to see that only
legitimately transferred passengers took the second car, giving
either a verbal order or printed slips to the conductor of the
latter car. This method was found to be too expensive, and,
to-day, employees of this character are stationed only at the
most important crossings, and besides attend to other duties.
In some cases transfer tickets are handed to passengers, but
the register method is retained for straight trips. The lack
of control in such cases is due to the simultaneous use of both
methods. Unfortunately, only two companies using this sys-
tem have rendered reports.
VI. — GENERAL — DIFFERENCE BETWEEN UNLIMITED AND
LIMITED TRANSFER TRAFFIC
Hitherto nothing has been said as to whether transfers
should be given at all crossings or not. No inquiry was made
in Question V. on this matter, but it is learned from other
sources that the replies of most of the railways are based on
the unlimited, or almost unlimited, issue of transfers. The
opinions expressed in these replies should hold, however, for
limited transfers as well, when it is borne in mind that the ma-
jority of railways which voluntarily introduced transfers at a
few crossings increased the number when their favorable ex-
perience justified such action. Not infrequently a limited
transfer system has been introduced to distract attention from
districts where the rates of fare were somewhat high. The
question whether giving transfers at some crossings would not
increase the public's demand for more, may be answered in the
negative. There are numerous instances of this kind in cities
where transfers have been given for a long time past. It may
be stated also that some companies do not give transfers after
certain late hours or on Sundays, it being usually claimed in
the latter case that the employees and operating equipment
would be overworked. More rarely is this action justified by
the statement that the peculiar holiday feature of Sunday
riding makes transfers unprofitable.
Transfers to Other Systems. — In transferring to the lines
of another company the same practice is general as on the lines
of the same company. Transferring to other systems is not so
frequent in Germany as in France. Where such traffic is car-
ried on it is usually due to some clause in the franchise of one
or both companies. Sometimes both lines are benefited by such
an arrangement, although not equally so.
Tnterurban lines rarely give transfers, because of the greater
difficulty of making connections and the fact that they charge
fares according to zones.
Results of Transfer Traffic. — Those railways which did not
introduce transfers simultaneously with the electrification of
their lines, have been in position to observe the results of giv-
ing transfers. The results are frequently a heavy increase in
business, especially at the traffic centers. In one case the in-
crease in one district proved so great that regular passenger
traffic was delayed, and the company therefore charged 5 pfg.
(1.25 cents) extra for transfers. Such abnormal increase,
which is an obstruction to regular passengers riding to the
heart of the city, can lie be used as a reason for not giving
transfers where the company charges a single fare.
Most of the railways use the same ticket for straight and
transfer trips, the ticket being specially marked when a trans-
fer is wanted. Special fare tickets for both kinds of traffic are
given out by some lines which desire to make a more careful
study of the traffic ratio.
Another method is to give the passenger a transfer slip
with his ticket, the former being good only when presented
with the latter. This scheme is used on large systems, as it
permits great flexibility without increasing the size of the reg-
ular ticket, and also permits the counting of transfer passen-
gers. While this method does not eliminate cheating entirely,
yet it is considered as indispensable by many companies.
A fourth method is to give an extra fare-ticket covering the
cost of the transfer.
QUESTION BOX FOR THE ACCOUNTANTS' ST. LOUIS CON-
VENTION
As already announced in these columns, the Street Railway
Accountants' Association of America is planning to have a
"question box" at its St. Louis convention next October. Sec-
retary W. B. Brockway, of the association, is sending to the
members of the association the list of questions, and has re-
quested replies before Sept. I. In explanation of the question
box, Secretary Brockway's circular says:
"Since its organization, this association has endeavored to
make no move nor establish any customs except those that
would be for the benefit of the association as a whole. There-
fore, the present effort toward enlarging the opportunity of
the members to ask questions and to obtain answers to them is
based primarily upon that endeavor.
"In accordance with the circular No. 27, issued May 20,
1904, giving the opportunity to ask questions, those printed
herewith have been received. They are now sent out to all the
members for their replies. Each member is expected to answer
as many of the questions as he can, the idea being to make the
replies as comprehensive and valuable as possible.
"Each member is requested to give his answer in the form
of a letter, and to identify the reply to a question by quoting
the number printed opposite the questions herein. The letter
should be addressed to the secretary. It is proposed to publish
the name of the company making reply, but this will be with-
held upon request.
"Attention is drawn to the fact that replies must be returned
before Sept. 1, 1904. This is imperative to the success of the
plan."
The questions follow :
QUESTIONS
1. Is it proper to register transfers? And what amount of
checking is necessary to insure their proper use? No doubt
the subject is old, but we want the latest light upon it.
2. In a city of 27,000 people, where car tickets are sold six
for 25 cents, what percentage of the total receipts should be
cash ?
3. To what extent does your company issue advertising
mileage in subsidizing newspapers, after paying cash for au-
thorized insertions?
4. Please explain a system which could be made standard,
as to the manner of getting the correct and actual monthly
operating expenses, to be shown on its monthly report?
Is it not the practice of some street railways to arrive at their
operating expenses by classifying the bills according to ,the
standard classification, charging them direct to the operating
and construction accounts, and using the totals of the operating
account columns in compiling the operating expenses for the
month, without considering inventories, shop clerks' or store-
keepers' reports ?
5. What are your average per cents of cost for maintenance
of accounts Nos. 6 and 7 for nine months ending June 30, 1904?
6. How can the ticket accounts be arranged to show each
day the exact amount of the different kinds of tickets in the
hands of the public not yet used ?
7. Is it always fair to consider new paving as a construction
charge? It brings additional expense for maintenance. Does
it add to the earning capacity or value of the road?
8. When bills are approved and passed for payment by
voucher, what records can be kept which will make it con-
venient for the accounting department to find out quickly if
August 6, 1904.]
STREET RAILWAY JOURNAL.
201
the bill is a duplicate of another bill which has been passed
and paid?
9. What method is used in issuing transfers to conductors ?
10. Do members generally use a work order system for their
expense and construction accounts? We have started this in
one department and I have a few questions to ask before adopt-
ing in other departments.
11. Is it customary to use total mileage (i. e., work car,
special car and snow plow added to regular passenger-car mile-
age) in figuring income per car-mile and expense per car-mile?
12. Is it of sufficient benefit as a record to pay for the extra
work necessary to keep a separate ledger account with regular
vouchers ?
13. In the case of a company reconstructing tracks during
operation, and using motor cars for hauling material, is it not
proper to charge reconstruction with the current consumed
and credit power house expenses ?
14. Should the property of a street railway company — its
tracks, for instance — stand on its books forever at its original
cost? Or should the account representing its cost be reduced
from year to year, or month to month, by reason of wear?
15. Should accruals of rental under a lease be treated as a
liability of the lessee and appear on a balance sheet as a liability
prior to the date such payment is due?
16. What should be the dividing line between "Main-
tenance" and "Betterments?"
17. When a piece of track, or a car, is renewed, should the
cost of the old track or car be charged to expense, or against
income ? Would it not be better to make such a charge from
month to month, or year to year, estimating the amount from
time the company begins to use the track or car, so as to have
it off the books when it is worn out?
18. What is the best method of computing the effect upon
net earnings, of an increase in free transfer privileges?
19. If land or other property of a street railway company
increases in value, should the appreciation be shown on the
books ?
20. Should dividends be charged against the net income for
the year and the balance of net income be transferred to sur-
plus, or should the net income be added to surplus and the divi-
dends charged against the total ?
21. What is the usual percentage of passes, and of trans-
fers, to total passengers, or to total cash fares?
Ours are to total passengers : Passes, 0.77 per cent ; trans-
fers, 0.79 per cent ; to cash fares : Passes, 0.829 per cent ; trans-
fers, 0.844 per cent.
22. Is there any way whereby a correct balance sheet can
be prepared, showing receipts and expenses incident to operat-
ing a pleasure park? Many managers when asked if it pays
to operate a pleasure park in connection with an electric rail-
way line reply "Yes." As a matter of fact, few of them know
surely whether it does or not. Please give your experience in
handling this matter. Do you attempt to arrive definitely at
the increased receipts and expenses properly attributable to
the park ?
23. In your daily, weekly and monthly reports, to what ex-
tent do you make statement of weather conditions? Of special
events, as fairs, fete days, parades, special picnics, excursions,
etc., which would make sudden changes in receipts or ex-
penses ?
[t is announced that the employees of the Brooklyn Rapid
Transit Company are to have a band. The company has secured
I be services of W. S. Mygrant, a prominent Brooklyn band-
master, who organized the Firemen's Band in New York. Ap-
plications for membership in the band will be received from
all the members of the Brooklyn Rapid Transit Employees'
Mutual Benefit Association. Instruments will be furnished to
all those who do not own them already.
THE VIENNA CONVENTION
The biennial convention of the International Tramway &
Light Railway Association, as stated, will be held in Vienna,
Sept. 4 to 8. The titles of the papers to be presented at the
meeting were published in the Street Railway Journal for
Sept. 19, 1903, but for the convenience of those who do not
wish to refer back to that issue, are given below :
1. "Renewal Accounts," by M. Haselmann, manager of the So-
ciete des Chemins de fer Vicinaux, of Aix-la-Chapelle.
2. "Transfer Tickets," by a committee consisting of J. Grialou,
manager of the Compagnie des Omnibus et Tramways, of Lyons;
A. Janssen, secretary of the Societe des Tramways Bruxellois, of
Brussels; E. Lavalard. manager of the CompagnL- Generate des
Omnibus, of Paris; von Pirch, manager of the Tramways de
Barmen-Elberfeld, and H. Vcllguth, secretary of Verein Deutscher
Strassen- und Kleinbahn Verwaltungen, of Berlin.
3. "Economy in the Consumption of Current by Cars," by M.
Scholtes, manager of the Nuremberg-Furth Tramways.
4. "Brakes," by M. Petit, chief engineer of the Societe Nationalc
des Chemins de fer Vicinaux, of Brussels.
5. "Protection of the Trolley Wire Against Accidental Contact
with Telephone and Other Aerial Wires," by M. Pavie, general
manager of the Compagnie Generale Francaise de Tramways, of
Paris.
6. "Operation of Trail Cars in City Service," by M. Klitzing,
manager of the Magdebourg Tramways.
7. "Advantages and Disadvantages of Electric Traction on In-
terurban Railways," by M. H. Luithlen, Chief Commissioner of
Inspection of the Austrian State Railways, of Vienna.
8. "Character of Current for Interurban Lines," by M. Pforr,
chief engineer of the Union Elektricitats Gesellschaft, of Berlin.
9. "Track Construction for Interurban Steam Lines, by M. C.
de Burlet, General manager of the Societe Nationale des Chemins
de fer Vicinaux, of Brussels.
10. "Legislation on Tramways and Interurban Roads in Dif-
ferent Countries in Europe," by R. H. Scotter, of London.
11. "Standard Form of Operating Report," by M. Ff. Geron,
manager of the Societe des Tramways de Cologne (in liquidation),
of Brussels.
12. "Control of Electrical Installations and Maintenance of
Trolley Wires," by M. G. Pedriali, chief electrical engineer of the
Societe des Tramways Bruxellois, of Brussels.
13. "Use of Motor Cars and Locomotives on Railway and
Tramway Lines," by M. E. A. Ziffer, president of the Bukowina
Railway Company.
FIVE-CAR ELEVATED TRAINS FOR BOSTON
The Massachusetts Railroad Commission's recent order in
regard to platform extensions at the elevated stations in Bos-
ton marks a notable prospective increase in the carrying ca-
pacity of the system. Five-car trains will be handled instead
of the four-car trains now operating upon the elevated and
subway lines, although the order of the commission docs not
include the subway platforms as suitable for extension. The
method of handling the longer trains at the underground sta-
tions has not yet been made public, so that it will be interesting
to keep an eye out for the solution of this rather perplexing
problem.
It is safe to say that these platform extensions, coupled with
the new type of cars adopted by the road, and recently de-
scribed in our columns, will increase the traffic capacity of the
elevated division by at least 25 or 30 per cent. Although the
work is largely a carrying through of original designs to a
logical completion, it is a matter of congratulation that the
sometimes hypercritical Boston public appreciated the advan-
tage of the increased facilities.
A recent cable despatch reports that Major-General Von
Budde, Prussian Minister of Public Works, has invited the
Allgemeine Companv and tin' Siemens-Halske Company, who
participated in the recent high-speed experiments, to a con-
ference at the end of August concerning the proposed Berlin-
Hamburg Electric Railway, with a projected schedule of 100
miles an hour.
202
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
THE NEW TYPE OF ELEVATED CAR WITHOUT PLATFORMS,
BOSTON ELEVATED RAILWAY COMPANY
Brief mention was made in the Street Railway Journal
for July 9 of a new type of elevated car, of wdiich twenty-four
have recently been built and will soon go into service upon the
EXTERIOR END APPEARANCE OF THE NEW TYPE OF CARS
FOR THE BOSTON ELEVATED LINES, SHOWING
ARRANGEMENT OF PLATFORM DETAILS
difficulty with this type of car has been experienced, in that the
opening and closing of these gates is accomplished only after
much pushing and discomfort on the part of passengers and
delay to the train at the station. Such delays seriously impair
^Copper
Flushing
PART SIDE ELEVATION OF CAR
elevated and underground lines of the Boston Elevated Rail-
way Company. It will be remembered that the radical de-
partures embodied in this new car construction involves the
abandonment of the usual
the capacity of the road, as they reduce the number of trains
which it is possible to operate in a given period. Still further,
the end doors of the cars constitute a restricted point which
37-6/4 ■
46-6% Oyer a// Length
type of open platform in
favor of including the plat-
form space within the car
body, the introduction of
pneumatic door opening and
closing devices, and other fa-
cilities which will greatly as-
sist in the rapid loading and
unloading of passengers. This
is one of the most important
changes in car construction
that has appeared for this
class of service, rivaling only
the new design of car adopted
upon the Illinois Central Rail-
road for suburban service out
of Chicago, in its wide de-
parture from former stand-
ards of design. The accom-
panying engravings a n d
drawings illustrate this inter-
esting new car, and indicate
at a glance the many advan-
tages to be gained by this new
construction.
The cars which are at
present in use upon the Bos-
ton elevated lines, except as
to a door midway of the side, are of the so-called Man-
hattan type, with the usual open-end platforms, enclosed
by gates of the "swing-back" type, controlled by levers
which are operated by the brakemen standing on the ends of
both platforms. During the hours of heaviest traffic the usual
Air r.v/inder
PART PLAN OF CAR, SHOWING
OF
P/Ston
E/ast/c Str/her
ARRANGEMENT OF ENCLOSED PLATFORM DETAILS AND
FOLDING MOTORMAN'S CAB
impedes the easy access and egress of passengers, as is found
to be the case upon all cars of this type.
The new cars have therefore been constructed without any
open platforms, the space occupied by the end platform being
taken into the car and the access provided by sliding doors at
August 6, 1904.]
STREET RAILWAY JOURNAL.
203
the ends instead of the former gates. In order to remove all
risks of passing from one car to another, an end door has been
provided solely for the use of the brakeman. It is thought
that these and the other interesting changes which have been
they end abruptly adjacent to the platform. As may be seen,
the platform floor is not changed materially, but resembles that
used upon the usual types of car. A great increase of speed
in handling passengers will result from thus avoiding the usual
incorporated in the new design will tend to overcome at least
some of the difficulties which are experienced with the present
type of car. The new departure will be of more than usual in-
INTERIOR END VIEW OF CAR WITH END DOOR SHUT
MOTORMAN'S CAB COMPARTMENT CLOSED
terest to the operating officials of all roads handling traffic of
a similar nature.
The removal of the end bulkheads and doors facing the plat-
forms from the ends of the cars produces a novel effect, as
may be seen from the end inside view of the car ; the side seats
are merely carried up to the end of the body of the car, where
end door, which is left out in much the same manner as is the
case in the new Illinois Central side-door suburban cars, which
were described in the April 30, 1904, issue (page 661). This
AND VIEW ACROSS ENCLOSED PLATFORM, SHOWING
LARGE SIDE DOOR OPENING
valuable provision causes the entrance and egress capacity at
each end of the car to be dependent only upon the width of the
sliding side doors, as the platform is thus contained in the body
of the car. The side doors are made very wide, so that passen-
gers may enter two abreast, and when inside they are not con-
fronted by another narrow entrance door. This method of en-
204
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
closiag the entire floor of the car will effect an important pro-
tection for the guards as well as passengers in winter weather.
As above stated, the sliding side doors at the ends of the
cars are operated by means of compressed air cylinders, which
are to be controlled by the guards standing across the two
platforms in end-door openings, in a manner similar to that
which is usual upon the cars with the open-end platforms.
These door-operating air cylinders are arranged in the side
walls of the cars, with their piston rods attached directly to the
sliding doors, and they are operated by means of air valves
which admit compressed air to either end of the cylinder at
will. The doors will be normally held in their closed position
by means of a spring latch, which may be released for opening
Sco/e 3/8 /n = /fr.
EXTERIOR END ELEVATION OF CAR
the doors by means of foot levers convenient for the guards.
The details of the cylinders, foot levers, air valves, etc., are
well shown in the plan drawing of the car, and also in view in
the half-tone engravings.
Another decided novelty lies in the provision against the
shock of the quick closing of the side doors. The door in
closing comes to a stop, at the end of the air-cylinder's piston
travel, some little distance from the door frame ; this open
space, which is provided to prevent catching the clothes or
hands of passengers in closing, is filled in by an elastic striker
consisting of a pneumatic cushion, I 11-16 ins. in diameter,
which will permit of the easy removal of any clothing that may
happen to be caught in this way, and would not cause injury
to a passenger's arm or limb if caught thus in closing.
To open the door the brakeman steps on the foot lever which
unlocks the spring latch ; then by operating the four-way air
valve, he releases the air from the back of the cylinder and
admits it at the front, forcing the door open. The valve is
held in this position for a moment, after which it is placed in
mid position, which lets the air exhaust from the cylinder into
the atmosphere. In closing the door the shock is taken up by
the above-mentioned rubber cushion at the back of the door;
a weather-proof fit is made between the door and the frame by
means of the elastic striker.
A number of other advantages are gained by the doing away
with the present platform, among them being an increase in
the interior carrying capacity of the car, greater comfort for
the guards by being less exposed to the weather, and also
in that they can make their station announcements from
one place, instead of being obliged to cross both platforms.
Furthermore, the interesting arrangement of the folding mo-
torman's cab is worthy of special attention. It is arranged to
provide an enclosure upon the platform which will accommo-
date the master controller, air-brake apparatus, etc., and give
ample room for the motorman. When not in use, this com-
partment .folds up into a very compact space in the car end
beyond the platform ; its position, when open, is shown in
dotted lines in the plan drawing.
Acknowledgement is due to C. S. Sergeant, vice-president of
the Boston Elevated Railway Company, for the information
and illustrations which show very clearly these interesting
features of car construction. The cars were built by the St.
Louis Car Company, the order embracing twenty-four cars of
this new type. The trucks are of a new design of all-steel con-
struction and unusually heavy, being supplied by the Taylor
Electric Truck Company, Troy, N. Y. The new General Elec-
tric-69 motors will be used, and the National Electric Com-
pany's Christensen system of air braking which is standard
upon this road.
THE PROPOSED TRACK ASSOCIATION
Although not much has been said lately about the proposed
organization of track and way men, it must not be thought
that the matter has been dropped, nor that the movement has
met with any lack of interest. F. G. Simmons, of Milwaukee,
who has taken upon himself the work of crystallizing the senti-
ment of electric railway track men regarding the movement,
has received over 100 replies from those directly interested in
the subject of an electric railway track and maintenance of
way association; all of which have been favorable, but which
differ very greatly in the ideas expressed as to the best way of
carrying out such an organization. As the readers of the
Street Railway Journal for the past six months know, one
plan proposed which has found considerable indorsement, in-
volves the reorganization of the American Street Railway As-
sociation, so that all the allied associations covering different
departments of electric railway work will become branches or
sections of the parent body. Another plan proposed has been
to enlarge the scope of the American Railway Mechanical and
Electrical Association, so as to include track work as well as
maintenance of rolling stock and power houses. These two
plans, together with the original idea of forming an entirely
separate association for the track men, make up the three
schemes which have found the most favor. The carrying out
of the first one outlined is dependent upon the action of the
American Street Railway Association. That the American
Street Railway Association will take such action at its next
meeting is rather doubtful, as the distractions of the exposition
are likely to cause the sessions of that organization to be very
brief, and to take up only the regular programme. It would
seem to be the part of wisdom for the track men to go to the
St. Louis convention prepared to take whatever action seems
best at the time, but in any event, to form some kind of an
organization. If it is decided that the track men can be ac-
commodated in the American Railway Mechanical and Elec-
trical Association, well and good; or if one of the other two
plans find the most favor, well and good. Something should
be done, and no doubt will be done, by the track men to enable
them to discuss their problems at conventions yearly to a
greater extent than has heretofore been possible.
August 6, 1904.]
STREET RAILWAY JOURNAL.
205
NEW ROLLING STOCK AND TRACK EQUIPMENT FOR THE
EVANSVILLE ELECTRIC RAILWAY
The Evansville Electric Railway Company, of Evansville,
Ind., has recently added several new equipments to its rolling
stock, to take care of increased traffic, part of which has been
occasioned by the growing popularity of Oak Summit Park,
conducted by the company.
Of the new equipments, four are of the Brill semi-convertible
type, with 28-ft. bodies, seating forty passengers. These are
equipped with four G. E.-67 motors, Christensen AA-i com-
pressors, Hunter fenders and Brill-27 double trucks. There
have also been added to the equipment four single-truck cars,
seating thirty-two passengers. A description of these cars ap-
pears on page 212 of this issue.
A. H. Mann, master mechanic of the system, is doing some
novel work splicing cars at the shops. The company has on
hand several five-bench open mule cars, which in their present
condition are worthless. Two of these are used to make a car
measuring 27 ft. 6 ins. over all. The method used is to take the
sills and floors off the old cars and construct a completely new
bottom framing and floor. The tops, seats, etc., of the small
cars are then set over on the new farming and spliced in an
effective manner.
The company has found it necessary to make some exten-
sions of track in different portions of the city. This has all
been laid with
70-lb. T-rails.
ELECTRICAL MEASURING INSTRUMENTS
The Westinghouse Electric & Manufacturing Company has
recently brought out a line of portable measuring instruments,
of which several are illustrated herewith. In principle, these
instruments operate on the mutual attraction between two sys-
tems of movable and stationary coils arranged in inductive
relation to each other, the two systems of coils being so ar-
ranged as to neutralize the mutual induction and the effect pro-
duced by any external field. The readings are thus equally
accurate with direct and alternating currents, and there is no
AMMETER
necessity for reversing the readings on direct currents as with
ordinary standards. The controlling force is very large, ren-
dering negligible any friction effects.
The voltmeter dial illustrated shows the general form used
in the different instruments. The scale is accurately graduated
upon a 5-in. circle, all the divisions being uniform and thus
equally legible over the entire range. Ry means of the vernier,
tenths of a division may be read, giving a range of 2000 read-
able divisions. The sight wire is shown in a square frame
which is attached to the
movable system.
The voltmeter and am-
meter dials are similar.
The inner graduations
are so spa;ed that their
value is proportional to
the square root of the
deflection, allowing read-
ings to be taken direct,
w i t h o u t calculation.
When readings of frac-
tional parts of divisions
are required, the outside
scale with the vernier
may be used, and the cor-
responding value of the
reading on the inner scale determined from the table of square
roots furnished with each instrument. In the wattmeter there
VOLTMETER DIAL
WATTMETER
is but one set of graduations, similar to those shown on the
outer circle of the voltmeter scale.
The resistance or multiplier is used in the potential circuit
VOLT MET Et
of the voltmeter and wattmeter. The potential coils of the in-
struments are adjusted to a uniform resistance of 100 ohms,
and the external resistance is subdivided so as to give total
values of tooo ohms or multiples thereof.
2o6
STREE1 RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
STEEL-TIRED CAR-WHEEL LATHE
The steel-tired car-wheel lathe illustrated in the accompany-
ing engraving is especially designed for truing up electric
railway car wheels, a number of these machines having been
furnished to the street railways in Boston and New York. The
great problem in work of this character is the holding of the
wheels rigid under the cut. Ample power is supplied to the
machine by 15-hp motor, which drives through worm gearing,
giving all the power at the tools that modern tool steels will
stand. The lathe is provided with a device for chucking the
journals, which insures the tread of the wheel being concentric
with the journal, and a very strong rigid chuck holds the in-
side of the tire, absolutely preventing the springing of the axles
and allowing the full power of the lathe to be used at the tools.
A special arrangement for electric railway wheels is provided,
by which dogs, engaging the teeth of the gear in which the
motor pinion meshes, help to drive the wheels. This also does
away with the necessity of removing the gear from the wheels.
The makers, the Niles-Bement-Pond Company, recommend
the following procedure in turning wheels : The steel for the
tools should be of sufficient size to prevent springing or break-
ing. Large tools also have the advantage of carrying off rapidly
the heat generated at the cutting edge. The most desirable size
ting in another pair should not consume more than from
twelve to fifteen minutes, with wheels convenient to the lathe.
The lathe under the aforesaid conditions, with an experienced
operator, should turn from five to seven pairs of average
wheels in ten hours, this having been done for years in several
places. The lathe should be set so that- wheels can be easily
rolled in, doing away with the necessity of any crane or hoist.
There should also be a pit for the operator to stand in for his
convenience. The lathe to be properly equipped should have
twelve R. H. and twelve L. H. roughing tools to provide for
grinding, dressing, etc. Also two R. H. and two L. H. of each
kind of flange tools ; also two sets of scraper blades and twenty-
four cold chisels made of 1% steel, dressed narrow and blunt,
and a 5-lb. hammer to take out flat spots, and a good, strong,
ambitious, hustling operator.
♦♦♦
DINING CAR SERVICE ON THE GRAND RAPIDS, GRAND
HAVEN & MUSKEGON (ELECTRIC) RAILWAY
A very popular innovation has been inaugurated by the
Grand Rapids, Grand Haven & Muskegon Railway, of which
T. L. Hackett is general passenger and freight agent. On July
25 the company's first dining car left Grand Haven. The
Grand Haven interurban management has for some time been
thinking of experimenting with the system,
and as it has proven so successful it will
probably be maintained the balance of the
season. The Goodrich boats from Chicago
have from 40 to 100 passengers every morn-
ing for the Interurban going to Grand Rapids,
and the limited car generally leaves so
soon after the steamers arrive that these peo-
ple have no opportunity to get breakfast.
Consequently the dining car system was pro-
posed. The cars are generally so crowded
that lunches will be served the passengers in
their seats. The run from Grand Haven to
Grand Rapids, 34 miles, is made in one hour
and twenty minutes. A combination car is
used on this train, in which baggage is car-
ried. <hM
LAKE SHORE ELECTRIC RAILWAY MAKES
TRAFFIC ARRANGEMENT WITH
STEAM ROADS
STEEL-TIRED CAR-WHEEL LATHE
of tool steel has been found to be 3 ins. x ij4 ins., and none but
the best grades of self-hardening steel should be used. First,
the ordinary round nose tool, with just clearance enough to cut
free, is started next to the flange, using a %-in. to a y2-in. feed,
or whatever the tool will stand. This operation should take
from twenty-four to forty-five minutes, according to depth of
cut and hardness of tire, etc. Then the outer edge of the tire
should be rounded ; next, scrapers should be applied which will
make the wheel perfectly smooth with one or two revolutions
of the lathe. This consumes about five or six minutes, and the
tread is finished. The top of the flange can now be cut down
to the proper height through the flat nose tool, this taking on
an average from three to six turns of the lathe.
Next, the outside of the flange should be roughed to some-
thing near shape with the same kind of a tool used on the
tread of the wheel. The outside of the flange should then be
finished with a flange tool filed to the exact gage of one-half the
flange. The back of the flange should then be roughed out
the same as before and finished with the flange tool of required
shape. The flange tool should be of the best grade tool steel,
tempered hard, and should be kept in shape by grinding on the
top. The actual time in taking out a pair of wheels and put-
The Lake Shore Electric Railway Com-
pany has completed arrangements with
Western steam roads by which it can ticket passengers
from any point on the electric line to any of the important
cities of the West. The arrangement is of importance be-
cause the electric fare is less than the steam road. In the case
of the through passengers the electric road carries them to its
terminus and then turns them over to the steam road. The
steam road gets its full fare ; the electric road also gets its full
fare, but the passenger has the advantage of a rate lower than
the prevailing rate from his home town. For instance, the
Lake Shore Electric is turning over to its steam road con-
nection in Toledo a lot of passengers who are not from Toledo
territory, who ordinarily should take the steam road at other
points. The traction line gets a long haul from them and the
steam roads get business without cost in developing the trade.
The Cleveland Electric Railway Company has resumed the
touring car service, which proved so successful last summer.
This year there will be five different tours throughout the city,
each taking two hours to cover. Instead of requiring all pas-
sengers to board the car at the Public Square, as was done last
year, stops will be made at the leading hotels and at the inter-
section of important lines.
August 6, 1904.]
STREET RAILWAY JOURNAL.
207
MOTOR-DRIVEN AIR COMPRESSORS AT ST. LOUIS
The use of compressed air for special purposes, such as
braking, cleaning and the operation of small tools, has come
into such wide application that compressors have been built
especially to meet each requirement. For such work a central
plant with an expensive piping system for distribution is too
expensive and inflexible. The
Christensen air compressors
meet these requirements admir-
ably, because they are compact,
automatic, motor-driven and, if
need be, portable. These com-
pressors are shown in operation
in the exhibit of the National
Electric Company in the Elec-
tricity Building at the World's
Fair. The portable type, shown
in the illustration, is largely used
for cleaning generators, railway
motors and sub-station sets ; it is
a well-known fact that with its
use the life Of the machine is
prolonged one-third. The outfit
consists of a 4-hp motor directly
geared to a 6^ -in. x 3-in. com-
pressor, giving 20 cu. ft. of free
air per minute at 90 lbs. pressure, running at 175 r. p. m. ; two
16-in. x 45-in. reservoirs; a controller, and 50 ft. of hose, with
a flat nozzle, all mounted upon a substantial four-wheel truck.
A stationary consolidated single-stage compressor of 75 cu.
ft. capacity is alongside. This is used for shop purposes, clean-
ing cars, or for hoists, jacks and pneumatic tools. The*motors
are especially designed and built by the National Electric Com-
pany for this work, and are made for any standard voltage.
The base of the motor forms the top of the compressor, and
the gear, keyed on the crank shaft, is enclosed in a suitable
used on the World's Fair Intramural Electric Road, Boston
Elevated, South Side Alley "L," Chicago, and others. These
equipments can be operated on any number of cars, and are
controlled and the air applied from any part of the train.
Where there is one car it is as readily operative for a single
unit. The motor and compressor combined consist of a series
wound motor and duplex single-acting compressor, provided
PORTABLE MOTOR COMPRESSOR FOR STATIONS, SHOWN AT ST. LOUIS
cast iron casing, which entirely encloses the interior of the
compressor. The space in the compressor base is partly filled
with oil through an oil-filling elbow, and insures a very
thorough lubrication of all moving parts. The oil chamber in
the pump base communicates with the gear case, which carries
oil up to the pinion on the armature shaft. Seamless cold-
drawn steel suction and discharge valves are arranged in the
cylinder head, each working independently of the other, with
access to either. No springs are used with these valves, they
being seated by gravity, and are interchangeable.
The accompanying illustration shows the exhibit of a three-
car multiple-unit air-brake equipment, which is the same as
EXHIBIT OF THREE-CAR, MULTIPLE-UNIT AIR-BRAKE EQUIPMENT AT ST. LOUIS
with two pistons. The connecting rods are operated by a steel
crank shaft, with the cranks set at such an angle as to give
the best balance to the moving parts. The crank shaft is ex-
tended at one end to receive a double helical gear which meshes
with the pinion of the armature shaft directly above. The
compressor is started by closing a switch. Current then passes
through the switch, through the fuse, through the governor,
which is automatically closed by the current, through the mo-
tor, and from thence to the ground, thus operating the motor
compressor which accumulates air pressure in the main reser-
voir. The pressure finds its way up to the
engineer's valve, and by placing the engi-
neer's valve handle in "application position"
an unobstructed passage is afforded for com-
pressed air to pass from the main reservoir
into the train pipe and brake cylinder. The
brakes are thereby applied with a force at all
times under the control of the operator, who
may increase or decrease the force by mov-
ing the handle to the right or left, thereby
letting compressed air into or out of the brake
cylinder.
There is also in the exhibit a practice, or
school equipment, mounted on a car under-
framing, which under-framing is open to
view, and shows brake levers, cylinder, pull
rods and the operation; in fact, of every part
of the air-brake apparatus; thus making it
plain and simple for the instruction of
new motormen, or students in any capacity.
Besides a complete display of air-brake apparatus, the Na-
tional Electric Company has a 400-kw engine type generator,
250 volts, 120 r. p. m., 1600 amps.; a type M. B. 150-kw 550-
volt, 273-amp., 625 r. p. m. generator, driven by a 20-hp 220-
volt; a 60-hp 500-volt motor-generating set, and a 2300-volt
150-kw 40-amp. three-phase, 60-cycle, 720-r. p. m. alternator,
driven by a 24-hp 220-volt motor. In addition to the above,
there are samples of armature coils and field coils, and a work-
man shows the method of the company for winding and as-
sembling armatures and fields. In the Palace of Machinery
the National Electric Company has a 1500-kw 6600-volt alter-
nator, which furnishes power to operate the Cascade pumps.
208
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
ECONOMIZERS FOR RAILWAY POWER PLANTS
The type of economizer described and illustrated herewith
is the product of the B. F. Sturtevant Company, of Boston,
Mass., and has been installed in numerous power plants
throughout the world. It is built in many sizes to meet the
needs of different power plants. To make this flexibility pos-
sible the sections of this economizer contain an odd as well as
an even number of pipes, from four to twelve inclusive ; thus
STANDARD ECONOMIZER FOR BOILERS OF 350-111' AND ABOVE
four widths more are obtained than is possible by the use of
sections containing" only an even number of pipes. The piping
arrangement is very important and divides economizers into
two general classes.
A straight pipe economizer has all pipes arranged in straight
rows running lengthwise of the economizer, with free inter-
vening spaces. The hot gases in passing through these free
spaces do not necessarily envelop the whole of each pipe — that
is, between any two pipes laterally there are inert gases which
have but little heat to deliver while the heat-laden gases pass
quickly through the free longitudinal spaces, carrying away a
considerable amount of heat that might be more efficiently
utilized for heating the water in the pipes.
To utilize the maximum amount of heat in the gases the
pipes of this economizer were designed to set staggered. The
several sections are so arranged that the pipes of any one sec-
tion stand longitudinally opposite the spaces between the pipes
of the adjoining sections. Two sizes, similar in design, are
constructed to meet all conditions — the standard and the pony
types. The standard economizer, which is shown in the ac-
companying cut, is installed in conjunction with boilers of
almost any capacity, but is more practical for boiler capacities
of 350 hp and over. The pony type is more commonly used
with plants of from 50 to 500 hp capacity.
Patterns are carried to build this economizer with all its im-
provements as a straight pipe economizer; this is done to ful-
fill certain specifications which specify this type more from
custom than from merits of design or economy. Although this
type may be furnished, yet its use is not recommended, par-
ticularly as the saving effected is less.
The Sturtevant economizer is constructed with as few joints
as is consistent with good design. To make the deteriorating
effect resulting from the many joints as little as possible, each
section is fitted into its wall box or branch pipe with tapered
iron to iron joints. All pipes are cast on end and made of
tough gray iron. Both ends are tapered and the pipes forced
into the headers by hydraulic pressure, insuring perfectly tight
joints. Any pipe can be easily removed and another put into
its place without disturbing the other pipes, sections or en-
closing walls, as the joints are made taper iron to iron without
any packing or cement.
All caps have taper ground iron to iron joints and can be
easily removed for cleaning. The caps directly over the pipes
in the top headers are tapered, so that the greater the pressure
in the economizer the more firmly the caps will set themselves.
All the other caps are held in place by through bolts, which
clamp them tightly to the headers. The bolts do not come into
contact with the water, and therefore are not subject to de-
teriorating effects from rust and corrosion.
The headers are made of the best cast iron and designed
with due regard to strength and durability. The bearing parts
are properly machined and finished to gages, that the taper
joints may be perfectly tight and the headers exact duplicates.
As a substitute for the manifold header, with its branch pipes
and numerous pipe joints subject to leakage and the necessary
repairing, a special wall box was designed. This wall box, as
its name implies, is placed in the front side wall of the econo-
mizer forming a part of the wall. The whole weight of the
economizer, instead of being unevenly distributed on the foun-
dations, is thus evenly distributed throughout the wall box
surface. It is evident that with this arrangement perfect rig-
idity is assured.
The economizers are all provided with relief valves, which
may be set at the desired steam pressure as a safeguard against
using too much pressure in the economizers. By means of the
blow-off valves the soft deposits may be blown out, or the
economizers may be emptied, as desired. Cast-iron soot-pit
STANDARD ECONOMIZER WITH 1500-HP BOILERS
doors are provided as a means of cleaning out the soot cham-
ber. Before leaving the works each economizer is tested by
hydraulic pressure to 350 lbs. per square inch, and when erected
to 250 lbs. pressure.
The cleaning mechanism of this economizer consists of an
interchangeable bevel-edge triple-staggered scraper, with lifter
rods and guides operated by an improved pulley motion and
positive reversing wheel. The cast-iron scraper bars with
tapered slots which receive the tapered lugs on the scrapers
cause the scrapers to scrape pipes on the upward movement
and clear them on the downward movement. The guards keep
August 6, 1904.]
STREET RAILWAY JOURNAL
209
sciaper lugs in the slots. The scrapers, scraper bars and
guards are easily removed and replaced if necessary.
The foundations are usually of brick, but sometimes of struc-
tural steel ; in either case they must be strong and rigid. The
form of wall box previously mentioned assures perfect rigidity.
With brick foundations a chamber is formed under the econo-
mizer in which soot accumulates. The inlet and outlet flues
may be of brick or sheet iron. When of iron it is customary
to build the side casings of iron sheets, placed about an inch
apart, which are filled in with a non-conducting material.
center piece of art glass. The lower sash, which arc filled
with plate glass, drop into pockets covered by flaps.
Particular attention is called to the lighting of this car, as it
is of unusual beauty and efficiency. In the center of each com-
partment is an arc light of the car builder's design. Besides
the arc lights in each compartment and in the vestibule, there
THE PRIVATE CAR "MABEL" AT ST. LOUIS
The accompanying illustrations show the interior and ex-
terior appearance of the private car "Mabel," recently built by
the St. Louis Car Company for the Lewis Publishing Company,
publishers of the "Woman's Magazine." This car is to be used
during the World's Fair period to entertain visitors and friends.
It is made of a gage to operate over the St. Louis Transit Com-
pany's tracks. The length of this car over all is 45 ft., and the
body alone 43 ft. 8 ins. The width over all is 8 ft. 4 ins. The
height from the bottom of the sill to the top of the roof is 9 ft.
3 ins., and from the rail to the top of the roof 12 ft. 4 ins. The
bottom construction is of combined steel and wood. The in-
terior of the car is divided into a buffet and smoking compart-
ment and a parlor compartment, all compartments being divided
by the center vestibule, which forms the entrance. The buffet
compartment has a sink and combination table and refrigerator,
with a locker on top. There is also a china, glass and linen
locker. The toilet room has a washstand and a locker. The
entrance to the toilet room is from the center vestibule only.
The ceiling in the buffet is pea green ; the chairs are of cane.
The portiere and carpet are in harmony with the ceiling. The
parlor compartment is very beautifully furnished, and has in
the center a handsomely carved and upholstered settee. The
upholstery is in light yellow fabrics, to match the ceiling, cur-
tains, portieres and other furniture. A handsome desk is lo-
cated near the vestibule entrance. The inside finish of the
it..
finV - -
m
INTERIOR OF PRIVATE CAR
is a row of frosted incandescent lamps in handsome short
pendants along each side of the deck sill. This distribution of
incandescent lamps gives a uniform light in all parts of the
car, and the use of frosted bulbs avoids all painful glare. The
car is mounted on the St. Louis Car Company's short wheel
base No. 47 truck.
NEW STATIONARY LAMP GUARD
The stationary lamp guard, as shown in the accompanying
illustration, is manufactured by Porter & Berg, of Chicago,
THE PRIVATE CAR "MABEL" COMPLETELY EOUIPPED
STATIONARY LAMP GUARD
entire car is of the finest African mahogany, with neat and and although it has but recently been put on the market, they
artistic marquetry designs. The roof is of the Empire type. The report a rapidly increasing demand for this article among elec-
ventilator lights are Colonial pattern, with opalesent iridescent trie railways.
glass. The Upper sash, which arc also of the Colonial pattern, The guard consists of a strong wire cage, heavily tinned to
arc stationary, and arc tilled witli beveled plate glass, with a prevent rusting, mounted on a brass plate, and a wall plate.
2IO
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
which is provided with four screws for the purpose of per-
manently attaching it to the wall or the ceiling over the lamp
socket. The cage can he attached or removed from the wall
plate by the means of a bayonet-locking device. The guard is
made for use with 16-cp lamps only, and will fit over any wall
socket or receptacle.
There are a number of places in car shops, car pits, car houses
and stations where a guard of this kind may be used to good
advantage, as they not only prevent the breaking of lamps, but
also their being stolen or removed from their proper place.
A REMARKABLE COMBINATION SEMI-CONVERTIBLE AND
CONVERTIBLE CAR FOR CITY SERVICE
A remarkable type of car has just been finished at the shops
of the J. G. Brill Company for the Montreal Street Railway
space between passing cars — a most valuable feature in con-
nection with lines operating on narrow streets. It also prevents
passengers entering or leaving the car on that side, which
many are prone to do when there is only a guard rail.
The short summers of Montreal, with cool evenings, and
rapid changes of temperature during spring and fall, limit
the usefulness of the ordinary type of open car, while, with the
new arrangement, complete provision is made for weather
changes, and the expense of keeping a set of summers cars,
which can only be used for a few months of each year, is
avoided.
The window system of both sides of the car is identical. The
lower sashes have trunnions at the corners, which move in
all metal runways, one to each post, and on being raised this
sash carries the upper sash with it into pockets in the side
roofs. On the, right side of the car, in addition to the sashes
R^et Ry Journal
PLAN AND TWO SIDE ELEVATIONS OF COMBINATION SEMI- CONVERTIBLE AND CONVERTIBLE CAR
Company. It combines the well-known patented convertible
and semi-convertible systems of the builder, and is unusually
interesting, not only because of its being the first to have one
side convertible and the other semi-convertible, but also be-
cause it is particularly suited to the operating conditions of
Montreal — conditions which are duplicated in many of our
large cities. Loops at the terminals provide for the cars run-
ning in one direction, therefore the entrances are permitted to
be all on one side, having one side closed and solidly paneled.
This arrangement carries with it the advantage of not requir-
ing a running board on one side, and thereby increasing the
sliding into the roof pockets, flexible metal panels are arranged
to slide into the same pockets, so that in a few minutes this
side of the car may be made entirely open. A running board
of the usual type is furnished, which with the platform steps
gives entrance at any point along the side. Six years' use in
cold climates have proved very conclusively that these flexible
panels are as efficient non-conductors of heat and cold as the.
paneled walls of the ordinary type of car. By staggering the
side posts the seats on the semi-convertible side are brought
between posts, with the ends against the side line, thus adding
several inches to the width of the aisle.
August 6, 1904.]
STREET RAILWAY JOURNAL.
211
The window sill for the semi-convertible side is provided
with arm rests of the builder's type, as the top of the sills are
INTERIOR OF COMBINATION CONVERTIBLE AND SEMI-
CONVERTIBLE CAR
24^ ins. from the floor, too low to be reached by the elbows
of adult passengers. The seats are 34 ins. long, and the aisle
20]/2 ins. wide, the width of the car over the posts being 7 ft.
using grab handles on the posts of the convertible side, the
brackets which close the space between the seat back and the
posts are formed to serve that purpose.
The sides of the vestibule opposite the entrance are fur-
nished with extra large windows, both sashes of which drop
into pockets in the wainscoating. The three sashes in the end
of the vestibule are composed of single lights, and also have
pockets into which they may be dropped. Curtains at the con-
vertible side may be drawn completely to the floor, so that in
case of a light shower which promises to be of short duration,
ample protection is furnished without drawing down panels
and sashes. The interior is handsomely finished in cherry,
with ceilings of decorated birch. "Dumpit" sand boxes, angle-
iron bumpers, "Dedenda" gongs, radial draw bars, ratchet
brake handles, round corner seat end panels and other of the
builder's specialties are included in the furnishing of the car,
which is mounted on Brill No. 27-G trucks.
The construction throughout is very substantial, including
double-corner posts at each side, 3^4 ins- thick. The side posts
of the convertible side are 3^ ins. thick., and on the semi-
convertible side, 3^4 ins. The sweep of the posts is 1^4 i'ls-
Sill plates 8 ins. x y% in. are used on the outside of the side
sills. The size of the side sills is 4^4 ins. x 7 ins., and of the
end sills, 5*4 ins. x 7 ins. The length over the end panels is
28 ft. 4 ins., and over the vestibules, 38 ft. 4 ins. The width
over the sills and the panels is 7 ft. 7J/2 ins., and over the posts
VIEW OF COMBINATION CAR, ILLUSTRATING THE FULL CONVERTIBLE FEATURE
10 ins. Single seats are used at the corners of the convertible at belt, 7 ft. 10 ins. Other dimensions are given in the illus-
side and longitudinal double seats at the opposite side. The tration. v
total seating capacity of the car is thirty-eight. Instead of The J. G. Brill Company is building a car for Cleveland
APPEARANCE OF THE COMBINATION CAR, SHOWING THE SEM [-CONVERTIBLE FEATURE
212
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
similar to the one described, but with a center vestibule. It is
confidently believed that the type formed by the combination
of these thoroughly tried systems will be generally accepted
as one most suitable for city where the cars may be run in one
direction. Reports of the operation of the car in Montreal
and Cleveland will receive wide-spread attention.
*+•
SEMI- CONVERTIBLE CARS FOR EVANSVILLE, IND.
The Evansville Electric Railway Company, of Evansville,
I in!., has lately put on its lines four semi-convertible single-
truck cars of the Brill type, built by the C. C. Kuhlman Car
Company, Collinwood, Ohio. The railway company operates
a city and suburban system, with more than 30 miles of track-
age and about one hundred cars. The company controls a
popular amusement park in the suburbs, and the lines reach
three other parks, which attract large crowds during the season.
Evansville is the second city in size in the State, and is the
commercial center of Southwestern Indiana.
The cars are vestibuled at both ends, with entrances at one
side, an unusual style of vestibule for cars of this length. All
SEMI-CONVERTIBLE CAR USED IN EVANSVILLE, IND.
the sashes in the vestibules are arranged to drop into pockets,
while the windows in the side of the car are raised into pockets
in the side roofs when not in use. The car is seated for thirty-
two passengers, the seats being 34 ins. long and of the step-over
type. The interior is finished in Mexican mahogany, and the
ceilings are three-ply birch veneer, neatly decorated. The
two windows opened at the rear of the car, shown in the
picture, give an idea of the lowness of the sides. The large
windows not only give an open appearance to the car in warm
weather, when the windows are raised into the roof pockets,
but also make it very bright and attractive in winter.
The general dimensions of the cars are as follows: Length
over bodies, 20 ft. 8 ins., and over crown pieces, 30 ft. 1 in.
Erom end panel over crown pieces, 4 ft. y2 in. ; width over sills,
7 ft. gy2 ins., and over post at belt, 8 ft.; thickness of corner
posts, 3% ins., and side, 2^ ins.; sweep of posts, l)4 ins. The
side sills are 3)4 ins. x 5 ins., and the wheel pieces, 4% ins. x
5 ins., plated with 6-in. x 3^-in. angle iron. The end sills are
3-)4 ins. x 6^8 ins. The cars are equipped with No. 21-E trucks,
angle-iron bumpers, radial draw bars, conductor gongs and
other Brill specialt'es. The trucks have a wheel base of 7 ft.,
33-in. wheels and 4-in. axles.
—
ADVERTISING ON THE NEW HAMPSHIRE TRACTION COM-
PANY'S SYSTEM
The New Hampshire Traction Company is issuing a number
of attractive circulars to stimulate traffic, including a small
semi-weekly bulletin, which is issued on Wednesdays and Sat-
urdays. The bulletin contains short sketches of street railway
life, programmes of the entertainments at the park theatre, etc.
A feature of Children's Day at the park, on July 26, was the
distribution of free tickets to the merry-go-round to the first
1000 children entering the park on that day. This department
of the company's business is in charge of E. P. Hulse.
OHIO SINK HOLE FILLED AT LAST;
C. A. Alderman, chief engineer of the Great Northern Con-
struction Company, of Springfield, Ohio, has succeeded in fill-
ing the sink hole on the line of the Urbana, Bellefontaine &
Northern Railway. This hole has been giving the company an
immense amount of trouble during the past year, and the
progress of the work has been referred to in these columns on
several occasions. Mr. Alderman states that the company is
now running cars over the place, and the work seems to be
standing up all right, and he hopes there will be no further
trouble with it. The line crosses a marsh which is about 1600
ft. long and about 250 ft. of track sunk. Soundings in this por-
tion showed 18 ft. of peet bog, while the balance ranged from
that to 10 ft. of peet bog. Last fall, when the road was built,
the company dumped about 1000 yards of gravel and broken
stone at this point, but apparently no impression was made.
Some work was done this spring, but it was ineffectual on ac-
count of rainy weather, which turned the marsh into a pond.
Lately a determined effort was made to fill up the place, and it
seems to have been effectual. Over 9 acres of brush were put
in for a foundation, and 6000 yards of gravel and stone were
filled in. The filling has resulted in an extensive upheaval of
earth all around the place. The Big Four (steam) tracks,
which parallel the tracks of the electric line, were laid fifty
years ago under similar conditions, and it required several
years to get the road into shape at this point.
VERTICAL CAR BORER
An improved machine especially adapted for heavy wood
boring in car shops, made by the J. A. Fay & Egan Company,
of Cincinnati, Ohio, is shown in the accompanying cut. The
capacity of the machine for boring large holes has been greatly
increased, and every convenience has been incorporated to
do the boring easily and quickly. The spindles are of im-
proved construction. The outside boring cones have angular
adjustment of 45 degs. inside and 60 degs. outside. Material
14 ins. square can be bored; the spindles will travel 13 ins. and
the vertical movement of end spindle frames is 8 ins. The out-
side spindles can he instantly locked at any angle desired; there
is no strain, and short bits can be used with facility.
FIVE-SPINDLE VERTICAL CAR BORER
The table is a steel traveling carriage of any length desired,
is provided with necessary stops, and has a device for firmly
clamping the stock. It has rack and pinion feed under instant
control of the operator, and has connections for making fine
adjustments. When desired a stationary table 9*4 ft- long,
with nine rolls, can be furnished.
A supplemental under-boring spindle especially useful for
under-boring can be furnished, boring independently or at the
same time as the upper spindle, and short bits can be used to
advantage. This improvement will prove very beneficial to all
those who have this class of work to do.
August 6, 1904.]
STREET RAILWAY JOURNAL.
213
LONDON LETTER
[From Our Regular Correspondent.]
Perhaps the most important event which has taken place in
tramway circles during the past month has been the struggle in
the House of Commons on the question of granting compulsory
powers to the Tyneside Tramways Company for parts of the lines
of the Newcastle Corporation. This has, of course, brought up
the whole subject of whether companies operating urban lines
outside the boundaries of the city will be permitted to run cars
into the center of adjacent cities. One or two examples of this
kind have already fortunately been made, notably that of the
Liverpool Corporation with the South Lancashire Tramways
Company. The present struggle has been brought up by the at-
tempt of the Tyneside Tramways Company to compel the New-
castle Corporation to allow it to run certain of its cars into the
center of Newcastle, which would appear to all who look at this
question from a business point of view, and not from one of close
municipalism, to be a most sensible proposition. Meetings of
municipal tramway managers have been held in many of the
cities, and a general meeting has been held in London with the
purpose of devising means to defeat the bill in Parliament. A
most vigorous discussion took place in the House of Commons,
which resulted in the House deciding to send the bill back to
the select committee, which virtually means a victory for the
municipalities for the present. It would appear as if the Board
of Trade was in favor of compulsory powers being granted com-
panies for running on corporation systems, and it would seem
that there would be little doubt that in future a bill of a similar
character will be passed. While the writer does not wish to de-
tract in the slightest degree from the magnificent work which
municipalities have done in Great Britain in building up the
splendid system of tramways which nearly every municipality in
Great Britain now owns, a large tendency has developed to
pursue a "dog in the manger" policy. Instead of trying to
accommodate the public by making a sensible business arrange-
ment with outside companies who own running powers in the
vicinity by which their cars could be run interconnecting, they
have pursued a most exclusive policy, and in almost every case
have prevented that inter-communication which is absolutely es-
sential to the success of tramway development. Perhaps one of
the most unfortunate causes of such a bitter struggle between
company and municipality is that most of the companies are con-
trolled by one gigantic monopoly, whose policy has certainly not
endeared it to the municipalities. If the company, instead ot
using sledge-hammer blows to force itself into the territories of
municipalities, would endeavor to appease the municipalities, and
show them how their own receipts could be increased by enter-
ing into arrangements with them, just as in the case of the Liver-
pool and South Lancashire Tramways Company, an amicable
system of working could readily be arrived at.
After all, it is a question of business management, and one
must never lose sight of the fact that tramways are put down for
the use of the public, and not for the aggrandizement of municipal
officials. One cannot stop the wheels of progress, and it will
most assuredly come in future years that a man when he boards
a tramway car outside a large city will not be compelled to
change his car when he comes to the municipal boundary. It
behooves municipal authorities to put off a certain amount of
their exclusive policy, take a wider view of the situation, and
commence business negotiations with the outlying tramway com-
panies, or else they will undoubtedly find themselves in a position
some day when these tramway companies will obtain compulsory
powers which will prove very unpleasant for them.
It has been broadly hinted for some time that the working of
the electrified portion of the London County Council Tramways,
in the southern area of London, has resulted in a deficit, and the
report recently presented to the committee amply bears out this
surmise. It appears that there is a deficit of £8,283, while on the
northern system, which is still operated by horses and under
company management, there is a profit of £27,657. London
County Council officials explain naturally enough that most of
this deficit has been caused by the disruption of traffic owing to
the conversion of the system to electricity. Too great stress need
not be put upon these results, however, although the whole tram-
way industry of Great Britain is much interested in them. Next
year's report ought to show clearly whether the Council can make
a substantial profit or not on the electrified portions. It would
appear also in view of this deficit and the already large capital
involved in the tramways, that no further conversion of any mag-
nitude will take place at present, the Council being now willing
to rest on its oars and await results, and, it is to be hoped, prac-
tice such economies as are possible. Such work as it intends
doing in the near future will be in the way of connections from
one point to another, so that the system already electrified may
be complete in itself.
The ninth annual convention of the Incorporated Municipal
Electrical Association was this year held in the Midlands, Derby,
Nottingham and Sheffield having been selected as the cities in
which the meeting would be held, T. P. Wilmshurst, the presi-
dent of the association, being electrical engineer for the Derby
Corporation, and that city being elected as the official place of
meeting. Six papers were provided, the most important of which,
from a tramway point of view, being that of C. E. C. Shawfield,
of Wolverhampton on surface contact tramways, published in the
Street Railway Journal for July 9. This paper elicited an im-
portant discussion, and brought out some valuable information
from Mr. Wetmore, of the Lorain Company, who made the Wol-
verhampton installation. In the afternoon the mayor and cor-
poration of Derby invited the delegates to an excursion by special
train to Rowsley, from which point brakes were provided to take
the members of the party either to Chatsworth or Haddon Hall,
both parties uniting again at Matlock Bath, wher suitable re-
freshments were 1 rovided. The second day of the meeting was
held at Nottingham, S. L. Pearce, of Manchester, reading an im-
portant paper on polyphase sub-stations, which, however, was
much of a description of the work coming under his own im-
mediate supervision. The paper was much criticised by other
speakers. The Bristol switchboard fire was the subject of the
next paper, and it would appear as if there were as much uncer-
tainty as ever as to what really caused the fire. The delegates
were invited in the afternoon to visit the electric power house
and the tramways department car sheds, and Mr. Madgen, man-
aging director of the Brush Electrical Engineering Company,
invited a large party of the delegates to visit its works at Lough-
borough, where a very pleasant afternoon was spent in inspect-
ing a large amount of work which the Brush Company has at
present on hand for various corporations and tramway companies.
The manufacture of steam turbines seemed to attract visitors
most, as this company has already on hand quite a number of
steam turbines which it is manufacturing under a special license
from Mr. Parsons. Considerable interest was also shown in the
new engines which the Brush Company had recently developed,
and the car building department and the manufacture of Brush
trucks also attracted great attention. After tea, provided in one
of the spacious rooms of the office, the party was conducted back
to Nottingham in ample time to dress for the annual dinner in
the evening. This dinner was held in Nottingham, but from a
social point of view did not appear to be much of a success, and
the smoking concert after the dinner collapsed entirely.
The third day of the convention was held in Sheffield, and
"Boiler Economies" were indulged in, after which there was a
councillors' debate upon the financial aspect of electric lighting
installations. Most of the members afterward accepted Messrs.
Hadfield's kind invitation to visit their works, who, as usual, pro-
vided a most handsome entertainment for the delegates. About
two hours were consumed in walking about the extensive works,
the visit commencing with the inspection of a 41^-in. Krupp gun,
which afterward fired two projectiles through hard-face armored
plate. The inevitable photograph was afterward taken, and after
seeing the usual work of tramway points and crossings, and all
the varied manufactures for which Hadfields are famous, the dele-
gates gathered in the tea room and were entertained to a most
sumptuous tea. Mr. Hadfield himself was present on this occa-
sion, and welcomed the visitors to the works. He stated that
though it had been necessary some years ago to send to America
for the class of work they were now making, they were now. and
had been for some years, in a position which made it totally un-
necessary to send to America for any work connected with tram-
way construction, and that they were ready to undertake any-
thing that any engineer connected with tramway construction
work could possibly specify.
The annual general meeting of the association was held the fol-
lowing day at Derby, when the new officers were duly elected, as
follows: Officers for 1005 — President, F. A. Newington, Edin-
burgh; vice-presidents, R. A. Chattock. Birmingham, and S. E.
Fedden, Sheffield.
The Maidstone Tramways have just been successfully com-
pleted by Messrs. Dick, Kerr & Company, Ltd. The contract in-
cluded the permanent way, overhead equipment, cars, car shed
and an addition to the switchboard. The route length of the per-
manent way is just over 2 miles, and is of single track, with pass-
ing places throughout. The gage of the line is 3 ft. 6 ins. 'flic
form of construction adopted is as follows: The portion of the
track within the town proper is paved with 9-in, x 3-in. hard wood
blocks, and for a pari of the length, where the gradient approaches
1 in 15, the track has been paved with S-in. x 4-in, granite setts.
214
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
The remainder of the track, amounting to about a mile in the
outlying portion of the town, where the traffic is slight, has been
paved with a serration of granite on either side of the rails, with
macadam filling in between, this form of construction lending it-
self particularly well to roads subjected to light traffic, and is of
course particularly favorable upon grounds of economy. In con-
nection with the granite serration and macadam paving, the con-
crete bed has been put in to the full width of the tramway forma-
tion to provide for paving the track throughout at a later date,
should the corporation decide to do so.
The rails used are the British standard No. 2 section, weighing
95 lbs. per yard. The joints are of the Dicker type, fixed by 6-in.
bolts, fitted with the Eureka lock. Tie-bars are spaced at 6-ft.
centers, and are of the patent rolled weldless type. The track has
been bonded throughout with 4/0 Neptune bonds.
The car shed has been built to accommodate six double-deck
cars. The main shed proper contains pit accommodation for four
cars.
The overhead equipment is on the span wire system for a pres-
sure of 500 volts, and is of a particularly neat and rigid construc-
tion. Each of the six cars has a seating capacity of forty-eight
persons, twenty-two inside and twenty-six outside, and is sup-
plied with a complete electrical equipment. The motors are
Dick, Kerr's standard 25-B type.
The Exeter City Council has accepted the tender of Dick, Kerr
& Company, of London, for practically the whole of the work
in connection with its tramways which it anticipates commencing
immediately. A large number of tenders were sent in, but Dick,
Kerr & Company appear to have carried off the whole of the
work, including construction of the track, overhead equipment,
the conduits for underground cables, which will, of course, be
sub-let, and the supply of twelve electric cars. The price for the
track construction is £29,227; for the overhead equipment,
£6,341; for the underground cables, £2,897, and for the electric
cars, £6,933, the total for the whole order being £42,055 17s. 9d.
The Nottingham City Council has decided to seek Parliamen-
tary powers to carry out a further large extension of the city's
electric tramway system, upon which, up to the present, over
£600,000 have been spent. The extension is to meet the needs
of a district in the eastern part of the city, which is becoming
increasingly populous, and it is estimated to cost £110,000. The
lines will involve the demolition of much old and insanitary prop-
erty, which has long been condenmed.
Hearing that several railway companies were having directly
driven petrol cars designed for their branch and suburban services,
the corporation of Perth determined to try a tramway car built
on similar lines before facing such an expenditure as electricity
would need. It was therefore decided to get a tramway car from
Messrs. Stirlings, Limited, of Granton Harbour, Edinburgh, driven
direct from a petrol engine. This vehicle is built for the narrow
gage (3 ft. 6 ins.) of the Perth lines, and seats forty passengers,
eighteen inside and twenty-two out. The engine is the same as
is used in Messrs. Stirlings' omnibuses and lorries of the larger
type, being a four-cylinder one of 20-brake hp. As the Perth lines
have a number of bad curves, the speed limit will be 10 miles an
hour. Powerful hand brakes are provided, acting on all the
wheels. The car is well finished, and looks very neat. The roof
is of the double-deck type, and gives plenty of room inside. Cur-
tains are fitted, and stained glass used in the upper windows.
Passengers can communicate with the guard and driver from their
seats. The exterior is painted in pale yellow, with deep red
panels and gold lettering, "Perth Corporation Tramways."
The full service of electric trains to> be run on the 37 miles of
railway in the neighborhood of Newcastle, upon the conversion
of which from steam to electric traction the North-Eastern Rail-
way Company has been engaged for the past eighteen months,
was commenced last month. Sir George Gibb, the general man-
ager of the North-Eastern, has thus made good the promise he
gave when the first section of these lines was opened for electric
working in April last — namely, that the whole work should be
completed by June 30. In the time tables of the company for
July to September, which have just been published, four and one-
half pages are taken up with the announcements of the electric
trains. There is to be a circular service running every half hour
between Newcastle (Central) and Newcastle (New Bridge Street),
via Wallsend, Tynemouth and Monkseaton, in addition to the
local services between the Central Station, Newcastle, and Monk-
seaton, and between Benton and New Bridge Street, Newcastle.
Then hourly trains are to be run by electricity between Newcastle
(Central) and Tynemouth over the Riverside branch, and, further,
there is to be a service of express electric trains between New-
castle and Monkseaton, Whitley Bay and Tynemouth, via Back-
worth, covering the journey to the coast in twenty minutes.
Doubtless the trains will be made more frequent when the initial
difficulties of starting the new system of working have been over-
come; but it is highly creditable to the railway company and to
the electrical contractors, the British Thomson-Houston Com-
pany, of Rugby, that they have been able to bring the whole of
the electrified lines into use within so short a time after the con-
version was decided upon.
A contract has just been entered into between the Count Ramon
de Berenguer, of Gerona, Spain, and W. T. McCaskey, York
House, Norfolk Street, Strand, London, England, under the
terms of which a company with the title of Sociedad Hidro-Elec-
trica Del Ter is to be formed, to develop a water-power of 1500
hp on the River Ter, Province of Gerona, Spain, and to distribute
the force for lighting and other industrial purposes to Gerona,
the capital of the province, San Feliu de Guixols, Palamos and
other towns in the vicinity. The capital of the company is to be
3,000,000 pesetas, being 1,500,000 pesetas of series "A," or pre-
ferred shares, and 1,500,000 pesetas of series "B," or common
shares. All the machinery, apparatus and supplies will be pur-
chased bv W. T. McCaskey, York House, London.
A. C. S.
PARIS LETTER
(From Our Regular Correspondent.)
The great cutting made in front of the Paris Opera House to
provide the Opera station for the Paris Metropolitan Railway
has at last, after about a year of obstruction, been covered, and
the interior works for the new station are well advanced. It will
be remembered that this station comprises some three levels,
each level for a separate line running E.-W., N.-W. to S.-E. and
NE.-SW. The top story only is as yet completed, being for the
new No. 3 line (Courcelles-Opera). The earth was transported
by tunnels as far as the Ouest Railway station of St. Lazare, and
there placed on the ordinary cars. The heavy traffic on the streets
under which this line runs made necessary this manner of dis-
posing of the displaced material. Over 300,000 tons of earth and
limestone were in this way removed in ten months, and Paris
was ignorant of the work in hand.
The Metropolitan Railway Company is still looking for a re-
liable insulator for its third rail. The present insulator has given
rise to many slight accidents, especially during the fall of 1903.
The insulator consists of ambroine, the thickness and quantity of
which is too small for the current, especially when exposed to the
weather on the exterior lines. The third rail is rather heavy,
about 100 lbs. per yard (50 kg per meter). It is said that the cur-
rent losses from defective insulators amounts to several hundred
kilowatts.
The order for motor and trail-cars for the Underground Elec-
tric Railways Company, of London (District Railway, Mr.
Yerkes' group), was placed in France entirely on the question of
price. The joinery work is considerably cheaper in France than
in England, even when taking the transportation charges into
account.
It appears that accidents to workmen are quite numerous on
the new third-rail extension of the Paris-Orleans Railway. Every
day on the average a man is severely shocked, and this is
undoubtedly due to the negligence of the men alone, as is clearly
proved. The new locomotives have been run as high as 100 kms
per hour, with satisfactory results.
The immense facilities which Italy offers for exploitation of
small rivers and mountain falls, of which there is an abundance
everywhere, have long been pointed out in these columns. A new
company has just been formed to undertake the harnessing of
the river Adda, in the state of Trezzo, for industrial uses. The
capital is some 2,000,000 lire ($400,000), and is subscribed in great
part by the Milan Edison Company and the Crespi family.
The Ouest Railway Company seems inclined to consider the
electric traction for the St. Germain line, 12 miles from Paris.
There are many interests yet to be reconciled before the scheme
will make much headway.
Some statements have been made to the effect that the trans-
former of 2000 kw now at Niagara is the largest in the world. It
would appear that this is not the case. There is now in course
of erection for the Societe Electro-chimique de la Romanche at
Livet, near Grenoble, six transformers, each of 2500 kw output.
They are built by Brown-Boveri & Cie., of Baden, and are oil insu-
lated, water cooled. Three of them are destined to raise the genera-
tor voltage of 3500 volts to 32,500 volts, and the other three, in-
stalled at Grenoble, reduce 32,500 volts to 5000 volts.
Tests are still being carried out by the city authorities on a
new form of paving, consisting of the usual (Travers) asphalt,
in which is mixed a composition, mostly of powdered granite.
August 6, 1904.]
STREET RAILWAY JOURNAL.
215
The new paving is said to be non-slipping, very resistant to wear,
and supports an intense traffic. It is to be hoped that it will be-
come standard in place of the deplorable wood blocks, which give
such poor results along the main arteries of traffic, especially
where railways run.
The general situation in France for electrical matters is im-
proving fast, and now would appear to be a fitting time for Amer-
ican representation. The needs of the market should be studied,
and supply material should be able to make a good showing wheri
properly pushed. M. V.
—
NOTES FROM GERMANY
[From Our Regular German Correspondent.]
Within recent years German street railway companies have
not been annoyed as much as they formerly were by the impor-
tunities of the inventors of impracticable life-saving devices, such
as fenders and wheel guards. It is worth noting that the great
majority of such inventors is composed of non-technical men,
probably because no other mechanical contrivance is so familiar
to the general public as a street car. These laymen inventors
usually expect that they will make a large fortune by some single
invention, and as they fail to realize the practical difficulties in
the way, their efforts go no further than wasting considerable
money and condemning the railways for refusing to adopt their
"positively life-saving" apparatus. There are, unfortunately, no
statistics available relative to the useful life of fender patents, but
it is known that to-day there are at least a thousand of them in
existence, and very few of their inventors have ever recovered
their expenses. Statistics are available, however, regarding the
life of all patents issued in Germany, from which it is plain that
only a very small fraction of the patents issued attain commercial
success.
The average age of all German patents since the founding of
the Patent Office is only 4.7 years. Of the 106,682 applications
granted between 1889 and 1903 inclusive,. 31,466, or 30.6 per cent,
had not expired. Of these, 14,217 were in their first to third
year, 10,561 in their fourth to sixth year, 3482 in their seventh
to ninth year, 2085 in their tenth to twelfth year, and 1121 in
their thirteenth to fifteenth year, the latter year involving the
expiration of the patent. In 1903 the annual fees required in
Germany were paid for only 138 of the patents issued in 1889, and
of this number 29 must be classified under "Dyestuffs" and 10
under "Electrotechnic." No other classification had more than
6, and in 40 classes every patent had been permitted to go by
default before the fifteenth year! In all, patent fees for the fif-
teenth year were paid on 1340 patents. As 50,780 applications
had been granted by the end of 1889, it is evident that only 2.6
per cent attained the maximum legal life. Despite the innum-
erable fender patents, not more than ten of those over five years
old were considered worthy of further protection. Would-be
fender inventors may well draw a lesson from these figures.
The report for 1903 on the electric railways of Saxony has
recently been issued by the officials of that kingdom, and shows
that while there were no important extensions there was an in-
crease in cars, passengers and revenue, and a decrease in acci-
dents. The length of all street railways and cable railways is
given as 408.4 km (245 miles), an increase of 9 km (5.4 miles)
over 1902. The rolling stock comprised 1081 motor cars and 519
trailers, the first covering 45,600,000 car-km (27,360,000 car-
miles), and the latter 9,000,000 car-km (5,400,000 car-miles). The
number of passengers carried was 167,400,000, against 154,000,000
in 1902. The lines of Dresden and vicinity, embracing 130 km
(78 miles), carried 77,000,000 passengers, and those in and about
Leipzig 69,000,000 on lines covering 112 km (67.2 miles.) The
accidents numbered 330, or 23 less than in 1902. Of these, 273
were injured and 16 killed in 228 collisions. Carelessness in en-
tering and leaving cars caused injuries to 87 passengers. The
ratio of passengers carried to passengers injured was 1,000,000
to 1.63.
The use of self-contained motor cars on light railways, instead
of the customary steam-drawn trains, is meeting with increasing
favor. While this will open up a very promising field for electric
traction, the supporters of the latter must reckon with the com-
petition of steam and gasoline motor cars which have been de-
veloped recently to a high state of efficiency. In this connection
the figures which some railways have published relative to motor
car operation deserve the serious attention of the makers of elec-
tric railway apparatus. A Hungarian light railway gives the fol-
lowing data obtained in 1903:
The motor cars consisted of two steam cars (de Dion-Bouton)
and one gasoline car (Daimler.) The performance of each car
was as follows: Speed, when traveling alone 40 km (24 miles)
an hour; with three trailers weighing six tons, 30 km (78 miles)
an hour; with freight cars weighing 26.4 tons, 15 km (9 miles) an
hour. The three cars traveled 93,189 car-km (55,914 car-miles)
in 1903, carried 140,350 passengers and brought in a revenue of
71,695 kroner ($17,386.) The operating expenses with steam cars
proved to be 21.29 heller per km (8.6 cents per mile.) The cost
of power (exclusive of lighting) was 7 heller per km (2.8 cents per
mile), and of repairs 4.4 heller (1.8 cents.) The operating ex-
penses when using the gasoline car were 22.05 heller per km (8.9
cents per mile), power costing 9.8 heller per km (3.95 cents per
mile), and repairs 4.5 heller (1.8 cents.) It is expected that the
cost of gasoline can be brought down to 5.7 heller (2.4 cents.)
This line operates through a sparsely settled district and under
the old conditions freight and passengers were carried on the
same train, the service being slow and unsatisfactory. Since the
introduction of the motor cars, transportation costs have been
reduced 58 per cent, fare per passenger has been reduced 43 per
cent, increase in gross earnings 80 per cent, decrease in operating
expenses 30 per cent. It should also be borne in mind that a
locomotive covered annually only 30,000 km (18,000 miles), while
a motor car can cover twice as much in the same period. It has
been found that the life of the track is longer under motor-car
operation, despite the greater mileage. Even if motor cars do
not give as good returns as locomotives, they should be preferred,
owing to the more frequent service that they can give. With
these facts before them, why should the electrical companies
hesitate to enter such a promising field?
Here and there are found electric cars which have been espe-
cially designed for service on light railways. One of these cars,
which appears to be giving satisfaction, is made up as follows:
The car consists of two similar self-contained single-truck cars,
connected by a middle platform. Each truck has a wheel base
of 4 m (13 ft.) As the middle platform is swiveled to the end
platforms of the single-truck cars, the entire car can pass around
curves. The wheels are 1 m (39.37 ins.) in dia. The total length
of the car between buffers is 18.9m (62 ft.), width 3.12 m (10 ft. 3
ins.), and height above rails 3.8 m (12 ft. 6 ins.) The height
of the car body interior is 2.5 m (8 ft.). The motorman's vesti-
bules, which are separated by sliding doors from the rest of the
car, have each standing-room for five passengers. Each of the
two regular compartments seats forty passengers, and the middle
platform offers standing-room for eight more.
The battery equipment consists of 148 cells, placed in air-tight,
hard-rubber receptacles under the seats. The capacity of this
equipment is 430 amp-hours, discharging at 140 amp, and 365
volts. The batteries are charged at 480 volts from the power
supply of the Dresden railway system. The operating equipment
consists of four flexibly-supported four-pole series motors, each
giving 27 hp at 360 volts. The motors are coupled in pairs, and
may be operated either series-parallel or straight series. The
braking equipments, besides a hand brake, include magnetic
brakes, four of which, when, short-circuited through their sole-
noid, give a braking effort varying from 2000-2400 kg (4000-4800
lbs.), distributed over sixteen brake-shoes. TwO' regulation
stoves are used for heating. The speed of this car is 45 km (27
miles) an hour; its weight, without passengers, 44 tons.
It may be said of Berlin that it is very slow in deciding impor-
tant transportation questions, refusing permission to those who
desire to build new lines, while at the same time doing nothing
on its own account.
The traffic from east to west is well developed, due to the
early introduction of railways covering the necessary avenues of
travel, which fortunately were wide enough to permit the effi-
cient handling of heavy traffic. In this direction cars (frequently
including a trailer) run on 25 seconds' headway for about 4 km
(2.4 miles) before diverging to other routes, but still maintaining
very short headways on the principal streets. For this reason
omnibus traffic is not so large in this district as in others.
Traveling north, however, presents very different conditions.
Friedrich Strasse, the most frequented thoroughfare, is so nar-
row as to make impracticable the construction of a street railway.
Although there are several lines on parallel streets, they are
obliged to take such long detours to avoid the great avenue
known as "Untcr den Linden" (which may be crossed only at
one point) that the public generally prefers either to walk or to
ride on the omnibuses, which are not hampered by street railway
restrictions. The omnibuses long ago proved utterly unable to
cope with this traffic, and as a consequence several attempts have
been made by private companies to secure a franchise for an
underground railway for this section, but the municipality refused
permission because the city of Berlin contemplated building the
subway itself some time in the future. At last, matters have
reached this stage: The city's building commissioner, Herr
2l6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
Krause, has finally completed his subway plans, which have been
approved by the city's transportation committee. This action is
expected to bring matters to a head, as there is little doubt of
the approval of the higher State and city authorities. It appears
from the accepted plans that the new subway will run from north
to south and be 8.04 km (4.8 miles) long. An early design
called for curves of 60 m (197 ft.) radius, but it was determined
later to have no curves of less than 125 m (410 ft.) radius, owing
to the decreased life of equipment caused by such short curves
as are used in the first Berlin and Paris subways, and also on
the Berlin elevated railway. The cost of the new subway is
placed at 49,000,000 marks ($12,250,000), to be secured by a special
lean. In addition, 1,500,000 marks ($375,000) are to be set aside
for renewal and reserve funds, and 3,500,000 marks ($875,000) tor
purchasing condemned property. The present private elevated
and underground lines are so arranged as to offer no hindrance
to the building of the new line.
After considerable argument, it has been decided to have two
classes of cars, following the method of the elevated line. On
the latter, 15 per cent of the passengers pay the higher class fare,
which is 50 per cent more than the lower class fare. This dis-
tinction has been found to prove a valuable source of additional
income. The fares will follow the schedule of the Berliner Stadt-
bahn (steam), namely, 10 pfg. {2% cents) up to five stations; for
the remaining stations, twelve or thirteen in all, the fare will be
20 pfg. (5 cents). As noted before, passengers in the higher class
coaches will pay 50 per cent additional.
♦ »♦
HADFIELD'S ST£EL FOUNDRY AT SHEFFIELD, ENGLAND
Reference has been made in the London letter in this issue to
the visit of the Incorporated Municipal Electrical Association to
Hadfield's Steel Foundry Company, Limited, in Sheffield, and as
it possesses one of the largest steel foundries in the world, perhaps
the following facts will be found interesting :
The company now owns two steel works, having a total area
of 80 acres, and employing about 4000 men. The original works,
known as the Hecla Works, were established by the late Robert
Hadfield, at Attercliffe. The new works, at Tinsley, were opened
in August, 1897. The steel foundry at Tinsley is the largest in
the world, being 1020 ft. long and covering 6 acres. There are
twenty overhead electric travelers, of a capacity up to 20 tons,
and thirteen electrical jib cranes. Other pneumatic and electric
appliances are in use in this foundry. The annealing shops are
in three separate buildings, and cover an area of 50,000 sq. ft.
There are twenty-three annealing furnaces with overhead electric
cranes. The fettling sbops are in two separate buildings, and
have an area of 45,000 sq. ft.; these are filled with electrical cranes,
and also other electrical machinery. The grinding shop is a part
of the fettling department. It has fifteen sets of emery stones,
which are all connected up to dust exhausters to keep the atmos-
phere pure.
In the smithing department there are some very large ham-
mers, there being a special hammer for fitting wheels on to axles
by Hadfield's fast method. The smithing shop and colliery tub
department cover an area of 46,000 sq. ft. All tools in the pattern
shop are electrically driven. The building covers an area of 96,000
sq. ft. on one floor. The woodworking machinery is also of the
most modern description. The pattern store is an important de-
partment, as large numbers of patterns are required for the varied
work carried on in the steel foundry. There are twelve buildings
in all for storing patterns, the floor area being 35,000 sq, ft.
In the track construction department switches and crossings
for railway and tramway permanent way which have been made
in the foundry are put together as they would be laid on the
ground for actual work. There is a power plant for bending rolls
and punching and sawing machinery. The lay out floor, which
is boarded throughout, covers an area of about 5 acres.
The machine shops are all of large size, covering an area of
about 3 acres. They are fitted with a large number of electrically-
driven machine tools. There are nine overhead electric travelers.
The buildings are 435 ft. long, and there are ten bays in all.
The power station, having a total of 2100 hp, has 5 units. The
dynamos are all driven by cross-compound Corliss engines. The
engines all exhaust into a central condensing plant, water from
the River Don being used. Current is supplied from this station
to work the 225 motors, varying from l/2, hp up to 150 hp.
Hadfield's Steel Foundry Company, Limited, produces castings
and forgings for all branches of engineering work. The manage-
ment has always made a point of providing special steel for dif-
ferent classes of work, according to the mechanical properties
needed for the working conditions, This system has necessi-
tated an extensive laboratory and scientific staff, both for chemical
and physical tests. This is a special feature to which the chair-
man and managing director, R. A. Hadfield, has always given
particular attention. Out of this have grown several special
grades of steel which are now well known in the engineering
trade. The most prominent and best known among engineers
is Hadfield's "Era" manganese steel. This steel is very largely
used for special permanent way work, for tramways, railways and
dock work. It combines, in a manner not possessed by any
other materials, the two qualities of hardness and toughness.
The material is so hard that no steel tool will cut it; at the same
time it is so tough that pieces l/2 in. thick can be bent nearly
double cold without cracking. These qualities make it specially
suitable, therefore, for lailway switches and crossings, and the
company has introduced a system of producing these parts in
one casting to take the place of the ordinary steel built up points
and crossings generally in use.
SPECIAL TROLLEY CARS IN BOSTON
The Boston & Northern and the Old Colony Street Railways,
which operate some 900 miles of electric lines north and south
of Boston, have arranged to conduct a series of special car excur-
sions this summer to all the principal seashore resorts and other
places of historic interest radiating from the city of Boston.
These trips will be run only in pleasant weather, and at the lead-
ing places guides will meet the party and conduct them to places
of interest, if so desired. Meals and other accommodations will
be arranged for at the request of the passenger, and round trip
tickets will be sold including meals at different hotels.
As the companies are making an experiment and wish to find
out whether or not the increased facilities for travel in this man-
ner will be appreciated, only weekly trips will be run by the
specials, beginning Aug. 2. It is quite likely that the patronage
will necessitate the making more frequent trips, and the personally
conducted trolley trip in New England is probably destined to
become a feature of travel during the pleasant summer weather.
While some of the trips are within a radius of 25 miles of Boston,
others are planned to run around Cape Ann and through to
Newport, the latter being a distance of 80 miles from the Hub,
and in all cases the specials will be run through without change,
being the longest trip in New England by trolley without change.
The trips will be under the personal supervision of R. H. Derrah,
the trolley excursion expert.
PROPOSED POLYPHASE RAILWAY IN DENMARK
A short reference was published in the Paris letter of July 2 to
a long electric railway proposed between Frederikesund and
Nestred. Further particulars of this line are now available. The
total length is 96.23 km., and the Ganz three-phase system will
be used. The cost of electrical equipment, including overhead
line, power station, sub-stations, fourteen double-truck motor
cars, and six electric trail cars, is $8,017 per km. of track. A ser-
vice of about 9000 train-km per track-km per year is contem-
plated, the passenger trains to run at 50 km per hour and the
freight trains at 30 km. The company will be known as the
Sjaelland Middle Railway.
♦ ♦♦
NEW CARS FOR NEW YORK ELEVATED
The Interborough Rapid Transit Company has ordered one
hundred new "trailer" cars for its elevated lines at a cost of
$350,000. In a short time a car will be added to each train on
the Third Avenue line which runs through the "rush" hours,
making seven-car trains instead of six, as at present. The plat-
form of the City Hall station is being lengthened to accommo-
date the longer trains, and the extra cars will be put into service
as soon as this work is finished.
Of the one hundred new "trailers" ordered, fifty will be made
by the St. Louis Car Company and fifty by the Wason Manufac-
turing Company, although the trucks for the cars built by the
latter company will be manufactured by the St. Louis Car Com-
pany. These trucks were especially designed by Frank Hedley,
general superintendent of the Interborough Rapid Transit Com-
pany.
August 6, 1904.]
STREET RAILWAY JOURNAL
217
THE ELECTRIC SLEEPING-CAR SITUATION
Joseph W. Selvage, general manager of the Holland Palace
Car Company, of Indianapolis, has been going over the various
roads between Indianapolis and Zanesville with a view to placing
in operation the long-talked-of interurban sleeping car service
through Central Ohio and Indiana. He has conferred with the
operating departments of the various roads, and this week will
go to Boston to take up the matter with the Tucker- Anthony and
Appleyard interests which control several of the Ohio roads that
would be traversed. It is understood that the Holland Com-
pany's proposition is to own and operate the cars and furnish a
porter and charge the various roads a certain amount for their
use. The distance from Zanesville to Indianapolis is about 235
miles, and the large cities en route are Newark, Columbus,
Springfield, Dayton and Richmond. As has already been pointed
out by the Street Railway Journal, a great many steam roads
operate sleeping cars over even shorter routes than this, and they
are patronized because traveling men are willing to make an all-
night trip in preference to spending a good share of the day on
such a run. It makes no particular difference if the electric car
takes an hour or two longer for the run, and the lower fare and
absence of smoke are points which would be greatly in favor of
the electric sleepers. It has been stated repeatedly that the trial
of the project over this route has been held up on account of a
low undergrade crossing at Richmond, Ind., but it is understood
on good authority that the managers of some of the roads con-
cerned are fearful that the extreme weight and high power of
the Holland cars now ready for operation might prove too great
a strain for existing bridges and power stations, which were de-
signed for much lighter cars and motors.
EARNINGS OF THE INDIANA TRACTION ROADS
It is gratifying to know that the Indiana traction roads have
done a good business during the first six months of the year, and
all have met their semi-annual interest payments, amounting to
a third of a million dollars, on bond issues. The past six months
were the most unfavorable that Indiana traction roads have had,
and when the companies operating them were floating capitaliza-
tion and figuring expenses on the basis of last year's business,
which was a record-breaker, they had an unusually heavy task.
One of the largest, the Indiana Union Traction Company, on the
ground of necessity, cut its guaranteed dividend on common stock.
It is said that a number of Indiana traction roads the first of
this year, though doing a larger business to the mile than they
did in 1902, and a great deal more in the aggregate, ran a very
close race with obligations, including operating expenses and
fixed charges. The business at present, however, is very prosper-
ous and profitable. Other traction companies are showing a
good margin between these two items, and when the aggregate
gross income and the aggregate operating expenses and fixed
charges, including interest, taxes and other items, of all of the
roads of the State are cast, it is found that there is a margin on the
right side of the ledger.
The seven roads entering Indianapolis (excluding the Plainfield
line) are doing a business which, if the present ratios are main-
tained, will give an aggregate of $2,325,000 or $2,500,000 gross
earnings in 1904. Against these estimates there must be checked
up operating expenses estimated at 50 per cent of the gross earn-
ings and fixed charges aggregating $636,000, making a total of
$1,798,500. Some of the smaller companies that are moderately
capitalized will make good margins on operations this year. The
Indianapolis & Martinsville Rapid Transit Company and the In-
dianapolis & Eastern Railway Company are reported to be making
upward of 10 per cent.
Floods during the month of March washed out much track and
otherwise hindered operation and made additional expense. The
cool, late spring retarded park gatherings, etc., and yet all the
roads came through the first six months as money makers, and
the last half of the year promises exceedingly well. Traction
men are expecting a general improvement and an increase in the
traction business this fall. The national and State compaign, the
State Fair and a large number of conventions yet to be held will
no doubt confirm their expectations. The fixed charges have
rested heavily on some of the companies, as they have been pay-
ing interest on bonds covering mileage that was not open for
traffic until late in the spring or summer. Some of these exten-
sions will not only add to the business of their own mileage, but
will give connections with other lines, from which they will secure
a great deal of through travel and transfers.
RAILWAY EMBEZZLER GETS HIS DESERTS
George B. Ray, alias Ford M. Kinney, alias Philips, alias John
Purdy, who was arrested June 22, at Fort Lee, N. J., charged
by the New Jersey & Hudson River Railway & Ferry Company
with embezzlement, was tried on July 20 and 21 before Judge
Zabriskie. Several inspectors, whom the company had secured
from Drummond's Detective Agency, of New York, testified that
they had been on Purdy's car when he neglected to register fares
collected. As a result of their testimony the accused conductor
was found guilty as charged, and was sentenced July 25 for four
months in the Hackensack Jail. This was the prisoner's first
conviction. He was arrested four years ago, charged with grand
larceny in Pine Island, N. Y., but was not prosecuted as he
settled the matter out of court and the prosecuting witness did
not appear.
PROGRESS OF OHIO INTERCHANGEABLE COUPON BOOK
The plan adopted by the different roads of the Ohio Interurban
Railway Association for an interchangeable coupon book, good
on all the roads, has been held up for nearly three months through
the inability of the officials of the association to find a bonding
house that would go on the bonds of the various roads. It will
be remembered that the agreement between the various roads re-
quired that each road put up a bond of $10,000 to ensure the
carrying out of the agreement. The bonding houses had never
heard of a proposition of this kind and declined to make any
kind of a deal that the officers of the association deemed satis-
factory. It' is understood that this difficulty has now been sur-
mounted and the bonds placed, so that the books will be issued in
the near future and the plan will become operative on the vari-
ous roads within a month or six weeks.
FIGHT OVER UNION TRACTION LEASES IN CHICAGO
About a year ago a new lease was made between the Chicago
Union Traction Company and the underlying companies, whose
property the Chicago Union Traction Company operates under
lease. This new lease was drawn up because of the financial
straits in which the Chicago Union Traction Company found
itself after the receivers were appointed, which made it impos-
sible for the company to carry out the terms of the lease. The
minority stockholders of the underlying companies, who did not
like the terms of the new lease, brought suit to have the new
lease declared illegal. This suit recently occupied sixteen days
before Judge Mack, of the Circuit Court of Cook County. At
the close of the trial the Judge issued a temporary injunction
forbidding the officers of the Chicago Union Traction Company
to perform any official act under the new lease until he could
render a decision as to the legality of the lease. The new lease
reduced the rentals paid to the underlying companies.
PERSONAL MENTION
MR. F. L. MARKHAM. for several years with George S.
Hastings & Company, Cleveland, has become identified with the
J. G. Brill Company and will travel in the South.
MR. E. W. LAWSON, for some time assistant electrical engi-
neer of the Canton-Akron and Canton-New Philadelphia sys-
tems at Canton, Ohio, has resigned to accept a position in the
electrical department of the Public Service Corporation at Jersey
City, N. J.
MR. W. E. IRWIN, who for five years has been connected
with Pacific Electric Railway Company's interests in Southern
California, recently appointed city passenger agent, has accepted
an offer of the management of the Albuquerque (N. M.) Street
Railway Company.
MR. FRANK E. LONAS. of the firm of Lonas, Clendenin &
McCord, New York, sailed July 21 on the French liner "La
Savoie" for Paris. He goes abroad in the interests of the firm on
railway business, to close pending negotiations for the securities
of two steam and two electric railways, which the linn has under
contract to finance and build. While abroad, he will go to Ber-
lin and London, and make permanent financial connections for
the disposition of the securities of the larger propositions in rail-
ways which the firm accept for financing. Mr. G. Otto Elterich,
representing the firm, left on July 16, and will carry forward the
European business of the firm abroad. Mr. Lonas expects to
be gone about six to ten weeks.
2l8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 6.
TABLE OF OPERATING STATISTICS
Notice. — These statistics will be carefully revised from month to month, upon information received from the companies direct, or from official sources
The table should be used In connection with our Financial Supplement " American Street Railway Investments," which contains the annual operating
reports to the ends of the various financial years. Similar statistics in regard to roads not reporting are solicited by the editors. * Including taxes,
t Deficit.
Company
AKRON, O.
Northern Ohio
Light Co
Tr. &
ALBANY, N. Y.
United Traction Co.
BINGHAMTON, N. Y.
Binghamton Ky. Co..
CHICAGO, ILL.
Chicago & Milwaukee
Elec. By. Co
Period
Metropolitan West Side
Elevated R. R. Co ...
Northwestern Elevated
H. R. Co ._
South Side
B. R. Co
Elevated
1 m., June
1 08
0 " " '0-1
6 " " '03
3 m., June '04
'03
1 m., June '04
1 " " '03
12 " " '04
12 03
1 m., June '04
1 " ' '03
6 ■' " '04
6 " " '03
1 m., June '04
1 03
(i " " <M
0 " " '03
I m., June '04
I " " '03
IS " " '04
(i " " '03
1 m., June '04
CINCINNATI, O.
Cincinnati, Newport &
Covington Light &
Traction Co
CLEVELAND. O.
Cleveland, Painesville
& Eastern R. R. Co.
Cleveland & Southwest-
ern Traction Co
1 m., May '04
1 " " '03
5 " " *04
3 " " '03
m., June '04
>, u ,03
" " '04
0 " " '03
1 m., Tune '04
,, ,n:1
" " '04
' " '03
DETROIT, MICH.
Detroit United Ry.
DULUTH, MINN.
Duluth Street Ry. Co,
EAST ST. LOUIS, ILL
East St. Louis & Su-
burban Ky, Co..
FORT WORTH, TEX.
Northern Texas Trac-
tion Co
GREENSBCRG, PA.
Pittsburg, McKees-
port & Greensburg
Ry. Co
1 m., June '04
1 03
0 " " '04
ii " " '03
1 m., June '04
1 •' " '03
0 " •' '04
0 " " '03
1 m., June '04
1 " " '03
Ii " " '04
6 " " '03
1 m., June '04
1 •' " '03
6 " " '04
0 " " '03
6 m., June *04
- . ,03
12 " Dec. '03
12 " " '02
31
oW
80,504
.7,97
397,086
388,982
444,530
431,523
24,065
23 674
241,787
226,702
40,838
22,483
Kill, 250
93,721
166.384
167.419
1,063,328
1,037,81
102,333
99.H56
651,147
626 454
122.107
127,897
798,744
786,714
107,061
100,891
500,522
469,14]
22,364
19,765
91.760
91,404
rv X
43,274
43,736
228,261
210,793
249,660
316,080
11,374
11,022
130,8-<8
126,600
15,136
7,743
72,587
39,847
*64,424
*59,688
301,919
279,888
13,045
11,48'
60,465
55,910
44,132
40,542
204.753
196,846
411,34
384,935
2,085,319
2,034,188
53,377
59,013
292 745
294,391
116,108
85,288
594,218
471,233
47,214
40,889
258,93
206,939
68,645
55.967
124,534
99,308
24.C04
22,835
144'475
120.880
* 240,737
* 222,797
* 134551 5
*12174«8
26,258
29,513
168,953
173 532
51,682
40,317
292,097
237,39'
26,029
19,293
147,974
112,430
38,551
32,935
70,455
57,520
37,230
34,234
168.825
167,189
194,876
115,443
13,291
12,653
119 899
100,102
25,702
14 740
90,003
53,874
42,637
41.203
198,573
189,853
9,319
8.278
34,296
35,494
19.528
17,707
60,278
75,966
170.610
162,138
739,804
816,700
27,119
29,500
123,792
120,859
64,420
44,971
302,121
233,831,
21.184
21,596
110,761
94,510
30,094
23,032
54,079
41,788
P.S
23,16
23,259
135,702
133,024
80,710
76,916
77,872
68,100
21,354
20,997
105,772
105,328
6,830
6,566
90.075
82,822
533 444
490,765
16,517
15,519
98,878
91,512
o <! o c
14.064
10.975
33,125
34,164
114,166
38,527
33 02S
32,002
21 ,282
20,206
92,801
82,725
2,489
1,712
10,029
9,018
60,54
54,125
80.535
79,316
206,360
325,935
10,002
13,981
24,914
29,347
11,156
1 ,578
50,414
40,385
Company
HAMILTON, O. 1 m., May '04
Cincinnati, Davton & 1 " " '03
Toledo Traction Co. 12 " " '04
12 " " '03
1 m., May '04
HANCOCK, MICH. 1 03
Houghton County St. 12 " " '04
Ry. Co 12 " " '03
LONDON, ONT.
London St. Ry. Co
MILWAUKEE, WIS.
Milwaukee El. By. &
Lt. Co
1 m., June '04
1 " '• '03
1 m.
1 "
MINNEAPOLIS, MINN
Twin City Rapid
Transit Co _.
MONTREAL, QUE.
Montreal St. By. Co ..
NORFOLK, YA.
Norfolk Railway &
Light Co
PHILADELPHIA, PA.
American Railways.
SAN ERANCISCO.CAL.
United Railroads of
San Francisco
1 m., June '01
1 " " '03
6 *' " '04
6 " " '03
1 m ., June '04
1 " " '03
9 " " '04
9 " " '03
I m., June '04
1 " ' " '03
6 " " '04
6 " " '03
1 m., June '04
03
" " '04
12 " " '03
1 m., June '04
1 03
16,441
16,111
188,518
182,167
19 235
16 224
265,906
249,684
1,538,674
1 436,676
370.141
347,745
2,059,262
1,918,653
12,100
10,778
128 433
121,334
801,383
734,114
173.638
108,745
985,875
922,372
2,166
1,860
137.474 75,286
128,350 72,134
737,291 443.505
02,562 424,44
SAVANNAH, GA.
Savannah Electric Co.
SEATTLE, WASH.
Seattle Electric Co.
TERRE HAUTE, IND
Terre Haute Elec. Co
TOLEDO, O.
Toledo Rys. & Lt. Co.
1 m.,
1 "
12 "
12 "
May '04
" '03
" '04
" '03
1 m., May '04
1 " " '03
12 04
12 " " '03
1 m., May '04
'03
12 " " '04
12 " " '03
1 m., June '04
232 610
209.3'
1,761,917
1,571,941
65,167
55,026
298,688
271,612
131,308
118,734
1,407,370
4,244,7"
524,013
488,113
45,481
42,940
530,608
498,262
131,589
121,580
1,149,936
993,652
36,192
33,260
181.241
1 70,605
196 503
178 999
1,073,387
996,281
74,892
60,890
435,441
365,318
101 ,022 26,295
87,797 24,198
611,981 175,37
78.289 164,66
197,848
181.79'
2,213,898
1.994,711
46,637
36,970
517,124
396,996
148,635
141,545
825.858
772,178
25,895
2.3,616
305 562
290,471
133,593
132,853
1.548,91
1,421,523
31 ,227
21,864
340,158
275,248
28,915
21,826
117,447
94,947
17
16,460
108,537
107,574
19,580
19,324
225,105
207,792
64,256
58,945
664,981
573,188
15,410
15,106
170,966
121,748
'6,941 71.694
•1,806 69,739
* 456,964
* 401 ,205 370,973
10.878
9,631
123.130
115,298
23,486
26,648
273,068
279,977
10,250
6,533
102,338
77,779
41,642
41,135
250 349
242,070
: c «;•,
. S3-;
' I ai
C
t 3,907
5.102
6,022
24,008
1,455
3,097
20,988
28,2' 3
4,968
3,586
62,2.38
56,217
293 786
278,115
121.611
118 109
637,946
630,963
74,727
63.600
436,610
413,622
11,227
5.366
8 910
t 12,627
8,708
9,692
101,975
92,494
40,770
32,297
391,913
193,210
5,161
8,572
68,628
43,969
30,052
28.604
118,545
128,903
INDEXED
Street Railway Journal
Vol. XXIV.
NEW YORK, SATURDAY, AUGUST 13, 1904.
No. 7.
Published Every Saturday by the i « ir"KA\ f^^^
McGRAW PUBLISHING COMPANY
— iU- AUG 15 1904
Main Office:
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used.
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Section 1, Electricity Building, Louisiana Purchase Exposition.
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Tracks Around Car Houses
Just why so many companies persist in constructing tracks
aiound car shops and in the yards, of wornout rails and switches,
which rightfully should be thrown in the scrap pile, is a puzzle.
Probably the head of that department is forced to do it by the
refusal of superiors to grant anything better. If so, these
superiors should be appealed to and shown wherein they are
causing needless delays by derailed cars, subjecting all the car
house men to unnecessary worry and damaging, more or less,
the equipment. But whatever may be the cause, it is a fact
that on many 'lines the track construction about the shops is
far the worst on (lie system. It is true bad track about the
shop does not endanger life as it would on the main line, but
the delays it occasions and the amount of extra time caused
by it directly are sufficient reasons why it should be avoided.
Increasing the Width of Cars
While the length of interurban cars has been gradually in-
creased, until now they approach that of steam coaches, the
width has for quite a period remained at a limit of about 8 ft.
6 ins. over side sills.
In the case of cars that are to enter cities over an already
constructed road, this width is usually the maximum possible
because of the proximity of the double tracks. But where cars
are constructed for a new line throughout, there is very little
necessity of such a limit. A car 8 ft. 6 ins. wide over sills
leaves, after 5 ins. have been deducted on each side for posts
and inside finish, but 92 ins. for seats and center aisle. A
minimum width of aisle is about 20 ins., leaving 36 ins. for the
width of each seat. The cushions, however, are necessarily an
inch or two narrower than this. While two people can occupy
a seat of this width, much more comfort would be experienced
were the seats but a few inches longer. For short runs the
seats as made are probably satisfactory, but when the passenger
sits on the end of the seat or boxed up against the window for
two hours or more, he above all would appreciate a steam-
coach type of seat, with the 6 ins. or 8 ins. additional space.
The only way possible to get this additional length of seat is
to increase the width of the car. It is most probable that on
electric lines intended to compete with steam roads, the cars
will soon be built more in accordance with steam-coach con-
struction by having their width increased considerably, always
excepting the cars which must pass over city double tracks
with limited clearance room.
The Small Power Station
We hear so much in these days of 5000-kw units and stations
generating 25,000 kw or 50,000, that it sometimes seems be- ,
neath the dignity of a street railway engineer to consider
plants of which the capacity is measured by beggarly hundreds
of kilowatts. Yet in actual every-day work, it is a fact that
most roads even now are of rather small extent, and the in-
dividual stations needed for supplying them are by no means
of record-breaking size. How about generating units of merely
a few hundred kilowatts, and their economical use? Such
small stations form really a special department of study, and
are conspicuously difficult to operate at any decent economy,
but as the mainstays of many actual enterprises they are emi-
nently worth considering. As a class, they suffer not only
from small capacity, but from low and very variable load fac-
tors. Recent experience has made it increasingly evident that
the control of load factor is of even greater importance in
economy than has generally been supposed. It is certainly a
fact that a small station well loaded can perform wonderfully
well in turning out cheap power, and much recent practice has
been based on transmission to small sub-stations of which the
efficiency can be fairly well held up even at moderate loads,
and by grouping which, as parts of a transmission system, the
street Railway journal
[Vol. XXI V. \\>. 7.
load factor at the real generating station may be held up. But
this is not enough, for many electric roads must still rely upon
small stations in which there is great room for improvement.
The first thing that strikes one in considering the subject in
its later aspects is the acute need for working out the direct-
current turbo-generator to a thoroughly successful result.
Something has been done in this direction already, but still
there is some hesitancy in putting out machines of this charac-
ter. The one most noteworthy feature of economy in the steam
turbine is its very admirable showing at low loads, due to the
very small constant losses in all parts of the generating set.
This property would be of extreme value in small stations for
railway working, if the usual alternating current could be
directly utilized, or if the machines could be made to give
direct current. The alternating-current railway motors, al-
though we hear much of contracts taken and orders being about
to be filled, are still, in a measure, upon waiting orders. If they
fulfil the hopes of their inventors the small station problem
will be much easier of solution. But however the alternating-
current railway motor may turn out, the possession of a direct-
current turbo-generator is of immediate importance. We hear
of such machines in successful work abroad, and it is well
known that American makers have been experimenting with
them. There is, of course, no doubt that the question of com-
mutation is a very serious one in this case, on account of the
very high peripheral speed. Nevertheless, much has been
learned about commutation in the last ten years, and the task
is clearly one which must be undertaken. It is strictly "up to"
the manufacturers to produce a turbine set to give direct cur-
rent at railway voltages, and they should promptly settle down
to business and do it. The art needs small turbo-generators
really more than it does big ones, for in working on a large
scale the load factor can be kept well up, and big modern en-
gines with superheated steam can give the turbines a verv
hard rub indeed. On a small scale the latter has by all means
the best of the situation, but cannot fully utilize its advantage
until it can grind out direct current.
The other horn of the dilemma in small stations appears to
be the gas engine. From the standpoint of pure thermo-
dynamics, this has altogether the advantage of its competitors,
but as a matter of practice it loses from rather high losses at
moderate output. Recent gas engines make a far better show-
ing in this particular, and also govern much better than the
earlier forms. In fact, their partial load performance is rela-
tively not much worse than that of steam engines. But at
present the working combination is rather apt to be gas engine
and storage battery. Of course, batteries are often used to
steady the load factor, and often do so effectively, but at some
considerable cost. The equation of competition before us is the
small turbo-generator as against the gas engine and its bat-
tery, and data are not yet full enough to settle the matter. As
a steady load proposition, the gas engine in moderate sizes has
the best of the game, but can it hold its place when, or if, it
must be coupled with a battery which necessarily loses some
energy and adds to the costs of installation and of repairs ?
Right here is where data are needed on both gas engines and
direct-current turbo-generator sets, and they are not yet forth-
coming. Either equipment can probably do much better in a
small station than can that usually employed. And as to the
facts required, they should be not carefully arranged test runs,
but every-day results, running over a considerable time. When
the total power bills of a year are footed up and reduced to an
average for the output metered, one can get a really definite
idea of what energy costs. Tests are all well enough in their
way, and certainly give useful information, but where irregu-
lar loads and repair costs are to be properly taken into the
reckoning, the results of a year or two should be taken. We
hope that the experience of the near future will bring out the
facts of the case and put them on record.
The Rolling Stock Improvements Upon the Brooklyn Elevated
Lines
The extensive improvements to elevated rolling stock which
have been instituted by the Brooklyn Rapid Transit Company,
involving the reconstruction and re-equipment of all its ele-
vated motor and trailer cars, as described in this issue, involve
one of the most important and interesting mechanical problems
that has ever, up to this time, occurred in the transportation
field. This work involves in its inception a most interesting
history of a change from steam to electric traction, and of the
development of traffic conditions in this important borough of
Greater New York. Electricity as a motive power was resorted
to in 1898 upon the Brooklyn elevated lines, in the hope of re-
lieving the traffic conditions which were even then becoming
congested under conditions of steam operation, and the result
has been a remarkable demonstration of the wonderful value of
rapid transit in building up suburban properties and in develop-
ing urban traffic, as well as also in strengthening the financial
condition of the operating company.
This company has been a pioneer in the introduction of elec-
tric traction for both elevated and surface transportation, and
has figured prominently in the determination of service re-
quirements. Little was known in 1898 of the requirements,
either as to electrical equipment or the rolling stock, of the
heavy and exacting operating conditions that were to come. It
is safe to say that, at the time, the best equipment available was
installed. Experts in the electric railway field were employed
and the plans for the new motive power were laid with the
greatest possible care. The efficiency of their work was at-
tested by the remarkable development of traffic in this borough
of New York City, thousands of home-seekers flocking
from the crowded Manhattan Island to the suburban homes
that were rendered accessible by this means of rapid transit.
In fact, the elevated lines electrically operated were found to
be overcrowded, from the new traffic created, almost before
they were completely changed over. This rapid growth has
subjected the company to the most trying conditions of opera-
tion that may be imagined.
Shortly after the electrical operation was initiated a serious
set-back came in the form of a disastrous fire in one of the
power plants of the company, which necessitated the return to
steam motive power temporarily upon most of the elevated
lines. Not until the large new central power plant of the sys-
tem was completed last year has the company been in position
to resume electrical operation in full ; at that time however the
new motive power was again resorted to, and active steps were
taken to the further equipment of the remaining elevated lines
not previously changed over. The steam passenger coaches
have mostly been re-equipped for the electrical service, the
heavier and stronger cars of the group being equipped as mo-
tor cars and the others as electric trail cars. Owing, however,
to the different dates of application of the electrical equip-
ments and resultant non-uniformity of details, much trouble
was experienced in the maintenance of the new electrical sys-
tem. These conditions were made even more difficult by the
lack of adequate repair shop facilities in which to properly care
for the equipment, and a period of financial stringency prohibit-
ing the building of additional shops for the purpose.
August 13, 1904.]
STREET RAILWAY JOURNAL
22i
The situation has been commendably dealt with by the com-
pany. The new administration readily appreciated the state of
affairs and the requirements to put the equipment in condition
for reliable and satisfactory service. A careful study of the
subject was instituted, which resulted in a complete reorganiza-
tion of the mechanical department and in decisions authorizing
the expenditure of large sums of money, not only for the entire
reconstruction and re-equipping of the motor and trail cars,
but also for the provision of greatly increased shop facilities.
Large numbers of new cars have also been ordered and the
greatly desired additional service facilities have been made
available. Under the able management of R. C. Taylor,
mechanical engineer, and W. G. Gove, assistant mechanical
engineer, changes have been made and reforms instituted which
are of great importance and warrant careful study. The more
important of the reconstruction changes to the rolling stock are
discussed in the accompanying article in this issue, while the
details of the new system of the fireproofing of wiring, and
other interesting changes of car detail, will be described in a
later article.
The changes in car construction are numerous, and some of
them very radical. The most important are to be noted in the
changes in wiring and its most thorough fireproofing to pre-
vent fire catching in the car under-framing from possible short-
circuits or other wire troubles. The introduction of many
standard features of equipment, by which repair work is sim-
plified, is a commendable innovation ; for instance, it will be
made possible to interchange motor trucks on cars of similar
designs. Safety features have been adopted, among which
should be noted the brake cord extending through the cars by
which emergency applications may be instantly made by any
one in case of impending danger. Of no little importance are
the provisions that are being made for the comfort of passen-
gers ; the larger platforms, new seat construction and profuse
lighting equipment will all tend to make the service more satis-
factory and attractive to the passengers.
Locomotive Improvements in Germany
Ever since the Zossen tests of electric high-speed traction,
German steam engineers have been spurred to unusual efforts,
and our readers may remember a recent series of trial runs
with various engines over the Zossen-Marienfelde tracks, a
trial remarkable in nothing from the American point of view,
save the mediocre speed results. Nevertheless, German railway
engineers have been driving steadily along in many lines, and a
recent consular report (No. 2016) gives an interesting resume
of the experiments conducted during the past half dozen years
on the Prussian State railways to determine the usefulness of
superheated steam. Of course, the value of superheating in
general is well recognized, and although the subject has been
much neglected here, the growing use of turbines is driving it
into practical prominence. But superheating on locomotives
is a different matter, for it implies working without condensa-
tion, and generally in simple engines. The common view here
has been that superheating is a sort of scientific refinement, re-
sulting in dubious savings and leading to all sorts of practical
difficulties with the lubrication, and on a locomotive such trou-
bles would be especially serious. It is therefore interesting to
know that not only have the German experiments shown excel-
lent results in economy, but that the locomotives have given
entirely satisfactory results in every-day work on the railways.
The facts are briefly as follows: Six years ago the Prussian
Government caused to be initiated a study of superheating in
locomotives. It was begun on a small scale with two engines
fitted with Schmidt superheaters, which are still in use, giving
excellent service. More engines were soon ordered, and at
present about fifty arc in regular service. The Schmidt super-
heater is located in the smoke box, and the furnace gases enter
it through a special flue, and are brought directly against the
superheating pipes through which the steam is led. As com-
pared with ordinary engines, those thus equipped have been
found to use 15 per cent to 20 per cent less water, and ma-
terially less coal, the saving in this latter particular being vari-
ously estimated at from 5 per cent to 15 per cent. Superheat-
ing also renders it somewhat easier to force the output of the
engine, which is of some importance in dealing with orders.
A more interesting comparison is with the four-cylinder com-
pound engines, used to some extent on the Prussian lines. It
is well known that compound locomotives have shown good
results in economy of fuel, saving something like 10 per cent
to 15 per cent, and sometimes more, but the added complica-
tion of the compound type has been feared and has prevented
its more general introduction. As a result of the tests with
superheaters, it appears that simple engines so operated com-
pare favorably with compound engines without superheaters.
In one series of tests lasting a year, two superheater engines
and two compound engines were used on the same runs on alter-
nate days, with the result that one of the superheaters showed
a fuel saving of 6 per cent over its rival, and the other of 10
per cent, besides enabling an auxiliary engine used to help
the compound over some stiff grades to be dispensed with.
The superheater locomotives had beside the advantage of being
cheaper and simpler. The superheating in these cases was
considerable, giving the steam a final temperature of 300 degs.
C. to 350 degs. C.
Several other forms of superheater have been tried in course
of the tests, and some of them have done excellently well, but
the results from that already described are typical. Another
series of tests, not yet concluded, was directed at the use of
superheated steam in the compound engines. The upshot of
the whole matter is that the results of these practical trials of
superheating have been highly satisfactory. Apparently the
difficulties of lubrication have been overcome. All these facts
tend to give the steam locomotive a better record for economy
than it has had in the past. What, if any, will be the bearing
of these various improvements on the adoption of electric loco-
motives on a large scale remains to be seen. We hardly think
that they will alter the situation materially. The question in
its essence is the use of a stationary prime mover as against a
moving one compelled to carry its coal and water, and where
very high output is required the former has a manifest advan-
tage. For that matter, the use of superheating in power sta-
tions is important if the highest economy is to be reached, and
it is at least as easy as superheating on a locomotive. It will
unquestionably come into use in this country now that the steam
turbines have set the pace. The central power station has a
vast advantage in cost of power production, and in numerous
cases the electric locomotive would be chosen even without
reference to saving in cost of power. Near terminals, in
suburban service, and in special work, as in tunnels and the
like, the electric locomotive can well afford to stand upon its
obvious merits. For extreme high-speed service where very
high output is required, it has already demonstrated its value,
but there is no reason to suppose that it will be pushed rapidly
into the rough and tumble of miscellaneous railway work. The
steam locomotive is a remarkably effective machine, even now,
and its improvement is highly desirable as part of the general
advance of transportation.
222
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
EXTENSIVE IMPROVEMENTS IN ELEVATED CAR EQUIP-
MENTS-BROOKLYN RAPID TRANSIT COMPANY
In line with the general policy of improvement now in force
upon the Brooklyn Rapid Transit Company's lines, important
changes are being made in the equipment of cars for their ele-
vated lines, in order to bring them up to a standard commen-
surate with the present state of the traffic handled. This com-
pany has, like so many of the other railroads which have
changed from steam to electric traction, experienced the abnor-
mally rapid growth of traffic which has resulted from this
efficient and desirable system of transportation, and it has been
almost impossible to keep the standards of car equipment up
TYPICAL VIEW OF ONE OF THE RECONSTRUCTED ELEVATED MUIOR CARS
SHOWING DETAILS OF STANDARD PLATFORMS, ETC.— BROOKLYN
RAPID TRANSIT COMPANY
to the high grade which is required by the
ever increasing conditions imposed by the
enormous traffic now handled. As electric
railroading has grown in importance and its
efficiency and reliability have become estab-
lished, heavier cars, longer trains and more
rapid schedules have been placed in force,
with the inevitable result that the operating
conditions have grown away from the former
standards of car equipment.
The mechanical department of the Brooklyn
Rapid Transit Company has been greatly ham-
pered for some time past in the operation of
its elevated service, owing to the large num-
ber of different classes of rolling stock which
were bequeathed to it by the former com-
panies, of which the present company is a
combination. The elevated lines of the com-
pany comprise a union of the old Kings
County Elevated and the Brooklyn Union
Elevated Railroads; together with them are
The mechanical department has for some time past had ex-
tensive changes under consideration, and more than a year ago
equipped the old Thirty-Ninth Street depot of the defunct
South Brooklyn Railroad & Terminal Company for the repair
and rebuilding of this equipment. Careful plans have been
prepared for the handling of this work, which comprises the
strengthening and standardizing of all possible features of the
car equipment, and this work has now been under way for
sufficient time for the remarkable benefits to become thoroughly
appreciated. Over 100 cars have now been put through the
shop and turned out re-equipped according to the new stand-
ards. This shop, which is at Thirty-Ninth Street and Second
Avenue, Brooklyn (having been described upon page 954 of
the issue for Dec. 13, 1902), has eight longi-
tudinal tracks, each 475 ft. long, which gives
a capacity for working upon seventy cars at
one time. Two tracks are equipped with pits
for access to the running gear and under parts
Of the cars. This new shop installation em-
braces also a large and well-appointed wood-
working shop, a blacksmith shop and a ma-
chine shop. At the present time over 500
men are employed at this shop.
It has been planned in the work of recon-
struction to standardize all parts of the equip-
ment of cars as is possible without too seri-
ously changing the construction of any car.
The interior finish of various cars differ
widely, and it is not intended to carry the.
work of reconstruction so as to remodel
features of this nature, but the details
and arrangements of platform equipments,
OPPOSITE SIDE OF CAR, SHOWING ADDITIONAL INTERESTING DETAILS OF
THE RECONSTRUCTION WORK
associated
several surface lines, including the Brighton Beach Railroad,
the Sea Beach Railroad, the Culver line, etc. These systems
were all formerly operated by steam, and in the change to elec-
tric traction practically all of the steam-line passenger coaches
have been retained, either as trailers or re-equipped with mo-
tors for electric operation, the result of which has been to
bring a conglomerate mass of equipment of a number of dif-
ferent types, requiring unusually heavy work of maintenance
and imposing the greatest possible difficulty in repairs. The
former rolling-stock equipment of the elevated lines, which is
under reconstruction, involves fifteen different types of cars,
including cars from the Bradley, Gilbert, Jewett, Brill and
Pullman shops for the old Brooklyn Union Elevated, and from
the Harlan & Hollingsworth, the Wason and Pullman shops
for the Kings County line. These cars are dated upon various
different orders, as far back as 1884.
brake apparatus, motor, heater and lighting wiring, air
piping, cab equipment, and other features of car equipment,
which are distinct from the actual construction of the car, are
to be standardized very carefully. The location of apparatus
is being provided for with the utmost care for ease of access
for the repair men, and many new provisions are being made
for the comfort and safety of passengers.
CAR BODY REPAIRS
The first work that is done to a car, after stripping out all
of the former equipment, is to strengthen the under-framing
and body- framing in all parts which have become weakened,
or upon which heavy strains are brought by the character of
the service operated under. Many of the coaches were of very
light construction, having been intended only for trail work
in connection with the former steam locomotive service, and
were entirely unsuited to withstand the shocks and strains due
August 13, 1904.]
STREET RAILWAY JOURNAL.
223
to electric traction. These cars are being carefully strength-
ened, and in some the under-framing is being practically re-
built ; upon others undergoing heavy reconstruction, the side
doors, which are no longer in regular use, are being removed
and replaced by standard window construction, which has
served to greatly strengthen the car body. The principal
change in body construction, however, may be noted by refer-
ence to the accompanying drawings, showing new platform
particular platform illustrated is for one of the reconstructed
elevated trail cars, but the general features, such as the ar-
rangement of draft rigging, air piping, safety chains, jumpers,
steps, etc., conform to the new standard arrangement which
will be adhered to in all new work. In all cars upon which
new platforms are built, a novel and interesting system of re-
inforced framing will be used, as shown. The extension sills,
extending from the body bolster out to carry the weight of the
DETAIL DRAWING OF THE FRAMING AND GENERAL FEATURES OF CONSTRUCTION OF THE NEW STANDARD
PLATFORM DESIGN ADOPTED FOR RECONSTRUCTED ELEVATED CARS— BROOKLYN RAPID TRANSIT COMPANY
arrangements. Practically all of the cars have been refitted
with new draft rigging and larger and stronger platforms, and
this very interesting work may be studied by reference to the
numerous detail drawings.
NEW PLATFORM EQUIPMENTS
A standard platform arrangement has been designed for all
of the cars of the system, and this will be conformed to as
closely as possible in all of the reconstructed cars. The first
drawing presented herewith illustrates the construction of the
platform and framing used in this standard arrangement. This
platform, are built of oak reinforced by heavy channels, one
upon each side of the beam, as shown in the end view. There
are four of these sills embodying this construction, which pro-
vide a very solid and strong platform framing. The details of
this construction as related to the car under-framing and also
the new buffer beam are well shown in the drawing.
An interesting feature of the elevated car construction upon
the Brooklyn lines is the use of steps and folding sections of
platform over them, this arrangement being necessary to pro-
vide for passengers not only at the regular elevated line sta-
224
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
tions, but also at the numerous surface stations upon the
suburban divisions, with which nearly all of the elevated lines
connect in the suburbs ; all of the elevated lines operating to
the ocean resorts are run upon the surface over private rights
of way in the suburbs, where passengers are received at depots
of the usual type met in steam railroad practice, so that steps
upon car platforms are necessary. An important improvement
in the new step construction is that of enclosing the steps at
the rear of the treads by risers which enclose them and serve
to prevent slipping; this is clearly shown in the accompanying
end; the type 18-Van Dorn automatic coupler is also being ap-
plied on all trailing cars. Details of this draft rigging are very
clearly shown in the standard drawing of platform arrange-
ment for trail cars, as well as also the additional drawings of
motor-car platforms. It will be noticed that the distance of
projection of the coupler head beyond the buffer beam has
been reduced to \l/2 ins., which thus results in reducing the
total distance between platforms of cars, when coupled up, to
3 ins. The principle of the new Van Dorn automatic coupler
is believed to be generally very well understood, their standard
Section A- A
Showing cut 'in —
Buffer for Safety
Rod.
Upset fo/^'
S% "Springs -Compressed toS
Longitudinal Section.
DETAILS OF STANDARD PLATFORM CONSTRUCTION FOR TYPICAL ELEVATED MOTOR CAR, SHOWING DRAFT RIGGING
AT MOTOR-TRUCK END, AND ALSO DETAIL OF DRAFT- RIGGING AT TRAIL-TRUCK END
photographs of reconstructed cars. The folding section of the
platform above the steps is heavily hinged by strap hinges, as
shown, and provided with hand holes for facility in lifting to
the folded position. A spring catch is provided in the form
of a latch in order to hold the platform up against the end of
the car, out of the way, when operating upon the surface.
Probably the most important change in the platform equip-
ment lies in the new type of automatic couplers and draft rig-
ging which is being applied. The new type of automatic
couplers and draw-bar attachments of the W. T. Van Dorn
Company, Chicago, 111., have been adopted as standard for the
entire elevated equipment in Brooklyn. Upon all the motor
cars the No. 4-A type of the Van Dorn coupler is used on the
motor-truck end, while the No. 18 type is used upon the trailer
type of head being used, embracing the use of the spring latch
and special solid link.
Another new feature which is worthy of special attention is
the arrangement of safety chains and their connections to the
car under-framing. The style and size of chains now in use
are shown upon the end view. Upon the left hand side of each
car end is located the hook of the chain, which consists of a
heavy drop-forged steel hook fastened to the pull-rod by means
of two chain links. The loose portion of the chain is always
located upon the right hand side of the car end, this chain con-
sisting of eleven links fastened to the pull-rod, as shown. An
important improvement is introduced in this connection in the
fastening of all pull-rods to the body bolster of the car instead
of merely clamping the safety chains to the buffer-beam as
August 13, 1904.]
STREET RAILWAY JOURNAL.
225
was formerly done, and which may be said to be very common
practice. With this new construction, the pull-rod extends
through the body bolster, and is bolted thereto at the opposite
side by means of a special spring block, as shown in the draw-
ings. This spring block consists of a pocket casting, bolted to
the body bolster, and a cap, between which is located a heavy
helical spring. In case of a pull coming upon the safety chains
the strain is transmitted to the body bolster easily and without
shock through this spring block, which serves to greatly modify
the shock and relieve the car body of the jar.
Among other features, a new standard arrangement of air-
hose connections may be noted upon the drawings. Instead
of locating the air hose side by side, below the sector bar, as
was formerly the practice, they are now arranged one above
the other, the reservoir line being located above and the train
line below. This serves to reduce the tendency toward pulling
volves a combination of the scheme illustrated in the previous
drawing with the heavier draft-rigging construction, shown
here. This is a result of a new standard which has been
adopted by this company, which provides for equipping each
motor car with two motors only, both of which are located upon
the same truck, at one end of the car ; this makes one end of
each motor car a trailer in effect, while the truck at the other
end furnishes the motive power. This drawing shows the
standard platform arrangement and the arrangement of the
draft rigging adopted for the motor end of the elevated motor
cars, and also shows a detail of the draft rigging for the trailer
end of the motor car. As may be noted from the latter detail
drawing, the draft rigging is of the same general type as used
upon the trail cars before illustrated, a special curved draw-
bar, adapted from an 80-lb. T-rail, being used here, together
with the usual spring buffer connection at the body bolster.
LONGITUDINAL SECTIONS THROUGH MOTOR-END PLATFORMS OF RECONSTRUCTED BRILL AND BRADLEY ELEVATED CARS,
SHOWING DIFFERENCES OF DETAIL OF DRAFT RIGGING, PULL-ROD CONNECTIONS, ETC.
the hose in two upon sharp curves and upon double reverse
curves, of which some very severe cases are met upon the ele-
vated lines in Brooklyn ; a separation of platform center lines
of over 35 ins. is permitted, and without increase of length of
the air hose, thus providing for the most extreme conditions
to be met upon reverse curves. The jumper connections are
arranged in new standard locations, a 4-point and a 7-point
coupling being arranged at either side of the car, as shown.
An interesting feature has also been incorporated in the new
design of these jumper boxes. The covers are being replaced
by new ones, upon which the figure 4 or 7, as the case may be,
is molded upon the cover, so as to project and be readily dis-
tinguishable by feeling with the hand at night time. This,
while not a factor of great magnitude, is one which it is thought
will add materially to the convenience of the workman for
making these connections at night. The jumpers will be held
in position by special twist-link safety chains of a small size,
one of which is provided alongside of each jumper coupling,
as shown.
PI. AT F( ) R M STANDAK 1 »S
The following drawings illustrate the standard platform ar-
rangement which is being applied to all motor cars. This in-
The other details at the trail end of the car correspond with
those to be noticed upon the motor ends.
The principal feature of the draft rigging at the motor end
of the elevated motor cars is to be noted in the new form of
draft rigging used, consisting of a heavy draw-bar of flat iron
8-in. x iy2-'m. in section, which extends from the king-bolt at
the body bolster forward nearly to the buffer beam, where,
upon the underside, is bolted the spring buffer casting; this
casting carries the Van Dorn automatic coupler direct through
the spring draft connections, as shown. A special feature of
construction is to be noted here, in that in addition to the spe-
cial sector bar below the buffer beam for supporting the
coupler, two draw-bar supports are also provided, one imme-
diately above the coupler casting and the other just below the
end sill of the car body, the latter serving specially to prevent
buckling of the main draw-bar in case of the heavy pressure
due to shocks in coupling.
An interesting feature will be noted in this drawing also in
the splicing of the center sills of the car carrying the platform.
The platforms of all of these cars are being considerably ex-
tended, and in most cases call for splicing out the sills; this is
being done in a very interesting manner, as shown, The con-
226
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
nections of the buffer beam to the end sills are also here shown ;
this is a comparatively simple matter upon the reconstruction,
however, as the buffer beams are not called upon to receive
any pull strains, as would be the case if the safety chains were
attached directly to them. They are strengthened, however,
for the compression shocks due to buffing. The other features
of construction conform to the standards as illustrated in the
not be used on account of lack of space, and a special type of
spring block was designed, and has been applied as here
illustrated.
An interesting feature is to be noted in this connection in
all of these drawings in the methods of reinforcing the center
and side sills of the reconstructed cars. On all new sills in-
stalled, or the projecting sills required to carry the new plat-
DETAIL DRAWING OF ONE OF THE REBUILT MOTOR TRUCKS, SHOWING CHANGES IN MOTOR SUSPENSION, TRUCK-FRAME
BRACING, BRAKE-SHOE SUSPENSION, BRAKE RIGGING, ETC.
standard platform drawing of the trail cars, namely, the 4-
point and 7-point couplers, the safety chain pull-rod connec-
tions and all other details.
In another drawing is shown longitudinal section details of
the draft-rigging connections upon the reconstructed Bradley
and Brill cars. These differ considerably from the motor-end
draft rigging shown in the above drawing, especial provision
being required for strengthening the body bolster and other
parts. The draft-bar, its supports and the spring-draft connec-
tion for the coupler are all of the standard type, but the style
of connection with the king bolt at the body bolster varies in
each case. In the Bradley car a heavy bracket has been bolted
in between the front side of the body bolster and the center
sills to strengthen this portion of the under-framing against
the shocks transmitted to the car body in starting the motors ;
this has been found a very wise precaution, and is being ex-
tended to all cars where it can be used to advantage. In the
detail of the Brill car may be seen a somewhat different ar-
rangement of platform details, and also of the safety chain pull-
rod, although the general features of the draft rigging are of
the standard type. In this car the standard form of spring
block used for securing the pull-rods to the body bolster could
DETAILS OF
INSERTED
J
THE CAST-STEEL REINFORCING BRACKET
TO STRENGTHEN THE UPPER MEMBERS
OF THE TRUCK FRAME
forms, reinforced wood construction is made use of, as shown.
In some instances I-beams are used, with wood plates fitted in
on each side, while in others wooden beams are reinforced by
a channel on either side, or in other cases, where space is lim-
ited, by two angles, one on either side, so as to entirely enclose
August 13, 1904.]
STREET RAILWAY JOURNAL.
227
the wooden beam. This construction conforms to the very
latest practice in heavy railroad car construction, and serves
to very greatly strengthen the car construction.
'1RUCK RECONSTRUCTION
Changes of equal importance have also been made on the
various types of trucks which were in use upon the system, in
order to fit them to withstand the severe service imposed by
the exacting schedules now in force ; as the schedules have
been cut down and the speeds operated under increased, the
lighter trucks formerly used have proven less and less able
was much lighter; they have given excellent satisfaction in
service, but with the heavier motors that are now being ap-
plied, it has been found advisable to strengthen them for the
heavier weights and tractive forces in starting. In this par-
ticular truck, the body bolster was formerly carried upon the
spring plank support between two 8-in. channel guides, which
channel irons were merely bolted to the side frames by angle
plates. This construction proved inadequate to withstand the
severe strains in accelerating, and it was strengthened by the
insertion of cast-steel reinforcing brackets, as shown. These
t,*ed Point on
'-.Cylinder
Lerei — A'J
lerer-l:3.5>.
Trail Truck.
Total shoe pressure on trail truck = 20, 812 lbs. or
89. 98 % of total weight of No. 2 end.
Total weight of No. 2 end = 23, 150 lbs.
Motor Truck.
Total shoe pressure on motor truck = 37.184 lbs or
100.04 % of total weight of No. I end.
Total weight of No./ end = 37,/70/t>$.
DIAGRAM OF
BRAKE-SHOE PRESSURES AND TENSIONS IMPOSED UPON MEMBERS OF BRAKE-RIGGING, UPON ONE OF
THE STANDARD RECONSTRUCTED MOTOR CARS
to withstand the heavy service. The best of the trucks in use
have been retained, however, and are being strengthened in all
of the weaker points, so as to withstand the shocks of starting
the motors, etc. Many of the odd trucks that came into use
upon the system have been discarded, and replaced by new
and stronger ones. The "Brooklyn Heights standard" truck,
built by the Peckham Manufacturing Company, which was ap-
plied a year or so age to the 120 Kings County and Brooklyn
DETAILS OF THE NEW STANDARD SELF-LUBRICATING
CENTER-PLATE (BODY HALF), ADOPTED TO PERMIT
INTERCHANGE ABILITY OF I RUCKS
Union Elevated steam coaches in equipping them as motor
cars, have been retained in that service with very few changes.
The old steam coach trucks, which they replaced, are being
re-equipped for use under trail cars, and have, fortunately,
enabled, by their uniformity of design, a standard type of
trailer truck to be worked out and adhered to.
The accompanying drawing is typical of this truck recon-
struction work, this one illustrating the changes that were made
upon a type of truck built by J. G. Brill & Company, which was
placed in service upon the road in 1901. These trucks were de-
signed for a much lighter service and slower speed than is now
in force, as at that time the traffic handled upon the elevated
brackets are shown in heavy lines to indicate the construction
and relative locations. The channels are now bolted to massive
lugs, which extend 12 ins. out from the bracket casting, the
bracket castings being secured to the side frame of the truck
by five Ji-in. bolts. The bracket castings are heavily ribbed,
to provide ample stiffness, and, by virtue of their extremely
heavy construction and rigid connections to the side frame
and the channels, render the top members of the truck practi-
cally as rigid as if forged solid in one piece.
Another important feature of the truck reconstruction work
lies in the equipping of all the Brill and Peckham motor and
Peckham trailer trucks of the elevated cars with the Taylor
"non-chattering" brake-rigging system, by means of which the
disagreeable vibration in heavy braking is averted. This sys-
tem was patented by R. C. Taylor, mechanical engineer of the
Brooklyn Rapid Transit Company, some time before his con-
nection with this road. As applied to the reconstructed Brill
trucks, it consists of the provision of lugs extending out from
the steel reinforcing bracket, over the wheels from which the
brake shoes are swung flexibly, yet rigid against vertical mo-
tion ; this serves to bring the pull upon the brake shoe directly
upon the upper members of the truck frame, and cannot result
in torsion or buckling of the side frames, while the vertical
rigidity prevents the chattering.
The brake rigging has also been considerably changed, guides
being provided to hold the brake shoes upon the wheel faces ;
this will prevent the shoes from tending to slip off of the wheel
under heavy braking strains, unless flange brake shoes are
used, when guides will be unnecessary. An important change
has also been made in the releasing spring for pulling the brake
shoes off of the wheels when the brakes are released. Spring
pressure is provided by a spring attached to the brake pull-rod
over the forward wheel, the other end of which is secured to
a bracket near the bolster: by means of an adjusting bolt the
tension upon the spring may be regulated at will, and by virtue
of the strength of the springs there is no possibility of the
brake shoes dragging upon the wheels, as so often is the case.
The brake-shoe pressure and the various tensions brought
upon the various portions of the braking system, as applied
to the reconstructed cars, is indicated in the accompanying
diagram of brake leverages. One truck of each car is a motor
truck, the other being a trail truck, As may be noted from the
228
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
diagram, the trail trucks are equipped for a total brake-shoe
pressure of practically 90 per cent of the total weight of the
half of the car coming over it, while the motor truck is
equipped for total shoe pressures of 100 per cent of the total
weight which it will carry. The various brake-lever pressures
and lever ratios are indicated upon the drawing.
The Gibbs type of motor suspension is being applied to all
of the reconstructed motor trucks. The outlines of this con-
struction is shown in the truck drawing. The side bars of
the Gibbs suspension frame could not be installed without de-
pressing slightly at the middle, in order to clear the lower cross
frame of the truck; for this reason the side bars are offset
xl/2 ins. at the middle, in order to clear the truck. The details
of this suspension do not differ otherwise, however, from the
well-known construction which it embodies. An important
safety precaution is provided in this connection to prevent the
motor from dropping in case the suspension should for any
reason fail; this consists of a projecting plate or bracket bolted
to the 8-in. cross channels and bent up so as to come under the
lug upon the top of the motor frame. In this way, if the sus-
pension should fail, the motor would merely drop ij4 ins. or
2 ins., and thereafter ride rigidly upon the truck frame. In
this way such an accident would not prevent the car from
being operated to a considerable extent under its own power,
although this device is not intended for regular operation.
A commendable step has been taken, in connection with the
reconstruction of the trucks, toward their interchangeability by
the provision of standard center-plate bearings. All center
plates will be of the same dimensions, and will be exactly inter-
changeable, which will make it possible for the motor truck of
any motor car to be removed and placed under any other mo-
tor car. This is a valuable provision, as it will enable cars to
be kept in service, where they otherwise might be held in the
shop by work required upon the motor truck; in case of a car
being in running order with the exception of its motor truck,
any truck having suitable motors for this car that may be
available can be placed beneath it, connected up and the car
placed in commission again in the shortest possible time. An
important feature of this standard center plate, which is being
introduced upon all the cars, is the provision of an adequate
oil well in connection with the lower or truck side of the bear-
ing, which may lie filled after the upper plate is in place, and
will, by means of the oil grooves provided, keep the bearing
lubricated for an indefinite time. This is an important feature,
and one to which too little attention is generally given.
FIREPROOF J NT, AND ELECTRICAL EQUIPMENT
The interesting details of the fireproofing of all wiring and
electrical apparatus, as well as also the important changes in
arrangement of apparatus, motorman's-cab details, interior de-
tails of car, etc., will be referred to in full in an article which
will appear in the following issue of this journal.
HOT WATER VERSUS ELECTRIC HEATERS
BY R. P. GORHAM
The silent contention between hot water and electric heat
for electric cars continues without either system gaining a
marked advantage over its opponent. It cannot be said that
there is a distinct field for either of the two, except that the
smaller city cars are, as a matter of fact, more likely to be
found equipped with electric heaters than interurban cars, while
on the latter hot-water heating is frequently found. In view
of this difference in practice, it may be well to point out some
of the advantages and disadvantages of each system.
The questions of weight, space, attention required to operate
and attending dirt are much against the hot-water system.
The heater itself, with the expansion drum, necessary pipes
and the water in them, adds, approximately, 2 per cent to 5 per
cent to the weight of the car. Except when the heater is placed
in the vestibule, it usually takes up the space of at least two
persons. With a car seating forty-eight passengers the heater
will under these circumstances occupy 4 per cent of the total
useful space in the car, or, to state it another way, were the
heater removed this space could be utilized and the passenger
capacity of the car increased 4 per cent with the same current
consumption, not considering the decrease of weight of the
car when the heater is removed. Were the heater and accom-
panying apparatus removed, however, the car would be light-
ened say 3 per cent. This should cause a corresponding de-
crease in the current used.
Considering the 4 per cent increase in the carrying capacity
of the car, together with the 3 per cent reduction of current
that would take place were the heater removed, it is readily
seen that the weight and space taken by the heater are directly
responsible for 7 per cent of the total consumption of current.
It might be argued by some that the possible lightening of a
car and trucks by the removal of the heater might not be as
much as 4 per cent. However, it is only fair in an argument
of this kind to assume that the weight of car is proportional to
the space available in the car, and for that matter, if we are to
come down to fine points of argument, the heater weighs more
than the passengers it displaces, and therefore the weight of
car to a given amount of interior space might reasonably be
less without the heater than with it. A heavier car body and
truck is needed to carry a heater than to carry the two passen-
gers, which we are assuming take the same room as the heater.
The labor required in building the fires and watching them
in the car house is by no means a small item, and when on the
road the care of the heater, usually delegated to the conductor,
causes him much inconvenience. In addition, the occasional
burning out of the coils or the freezing up, with the accom-
panying bursting of pipes, increases considerably the cost of
maintenance.
But the electric heater has its drawbacks, too. When prop-
erly installed with all wires in metal conduits, as is required
by the new rules for car wiring, published in the Street Rail-
way Journal of July 16, danger of fire is almost eliminated.
But the methods most commonly used in wiring heaters are
far from what they should be, and always carry with them
more or less danger of fire. Then, too, when the car is in the
storage barn the heaters are often negligently left on, adding
another element of danger. Electric heaters may or may not be
the direct cause of the numerous mysterious fires for which
they are blamed, but the fact remains that with many master
mechanics danger of fire is all that prevents their adoption.
The cost of the current consumed, however, is the argument
commonly made against them. On long interurban lines this
applies less to the operating power house expenses than to the
additional expense of increasing the capacity of generating
plants and transmission lines. But it is a question worthy at
least of some consideration whether or not the 7 per cent in-
crease of current used throughout the year to carry the hot-
water heater around would not, if applied directly, be sufficient
to heat the car for the six months of the year during which
heat is desirable.
The heater is most needed in wet weather. With some forms
of electric heaters it is in such weather that they are most un-
reliable. Water dripping from shoes or clothing coming in
contact with the hot wires may cause them to break, necessi-
tating the help of the repair man before the heater can again
be put in service. On interurban cars where many heaters are
wired in parallel, the breaking of one or two circuits does not
materially affect the temperature of the car. With small city
cars, however, having probably but two circuits, the inconven-
ience is very noticeable.
In the selection of heaters for interurban lines with long
runs, a point in favor of the hot-wafer heater is that it is in-
August
13. I904-]
STREET RAILWAY JOURNAL
229
dependent of current. If for some reason current be shut off
in cold weather, the car may lie on an isolated section of the
track for a considerable length of time. It is needless to say
that with a hot-water system the occupants of the car will not
suffer as they would if the car were heated electrically.
In what has been said it is not intended to draw any final
conclusions one way or another as to the two classes of heater,
but to point to some of the advantages and disadvantages of
both. Some of the points mentioned are frequently overlooked
in considering the question.
♦♦♦ ■
NEW STORAGE-BATTERY PLANT OF THE NORTHWESTERN
ELEVATED RAILROAD, CHICAGO
The Northwestern Elevated Railroad Company, of Chicago,
has recently completed a storage-battery plant at the present
northern terminus of its line in the terminal yards at Wilson
Avenue. This plant is interesting, because it is an example of
good substantial construction for a storage-battery station
ratber than because of any remarkable features.
BUILDING
Fig. 1 is from a photograph of the street side of the plant, and
Fig. 2 is a cross section of the battery room. It will be noticed
that the windows on the south or street side are placed high.
In the construction of the company's buildings and yards it
has been the policy to guard against intruders as far as possible
by the use of a high board fence. The high windows on the
street side of the battery room carry out this general policy.
The entire plant is one story, but the booster and switchboard
room is higher than the battery room. The battery room, Fig.
4, has a floor of brick laid in asphalt, which is 4 ins. thick, and
has a foundation of 8 ins. of concrete. The roof and posts sup-
porting it are of wood. At both ends of the plant are double
doors for use in moving machinery or battery tanks in and out.
The building is heated by hot-water radiators, the hot-water
heater being located in one corner of the booster room. All
iron work in the building is coated with Barber Asphalt Com-
FIG. 2.— LONGITUDINAL SECTION OF BATTERY HOUSE
battery circuit is mechanically connected with tbe circuit
breaker in the motor circuit, as usual, to prevent the booster
running away should the circuit breaker of the booster motor
open. By this mechanical connection the opening of the motor
circuit breaker opens the battery circuit breaker also. The
booster is rated to carry 2175 amps, for one hour. The voltage
FIG. 1.— STORAGE BATTERY SUB-STATION FROM STREET
at full load is 90, and the speed of the motor and booster 500
r. p. m.
Besides the two switchboard panels for controlling the bat-
tery, booster and booster motor, there are two feeder panels.
These two feeder panels are used because there are two distinct
feeders running from the power station to this portion of the
road. One of these feeders is for supplying trains on the ex-
press tracks on this section of the road. The other is for sup-
plying trains on the local tracks. The battery can be connected
to one or both of these feeders during charge or discharge. It
is customary during the charge of the battery to connect it to
the feeder supplying the express tracks only. As express trains
are not in operation during the time that the battery is being
charged, this gives the battery a feeder running directly from
pany's "Tite Kote" paint. Other details of the building can be
seen from the plans before mentioned.
ELECTR I CAL APPARATUS
The battery consists of 258 chloride cells, rated for a maxi-
mum discharge of 2720 amps, at the one-hour rate. They are
connected to the line through a compound-wound booster,
Fig. 3. The switchboard connections of the plant are shown
in Fig. 5. In this diagram it will be seen that the battery can
be connected directly to the bus-bars which lead directly to the
line, or it can he connected to the bus-bars through the arma-
ture and series coils of the booster, The circuit breaker in the
the power station which is free from fluctuations in voltage,
due to a varying load. During the rush hours the battery dis-
charges into both local and express track feeders, thus helping
to carry tbe maximum peak load of the northern section of
the line, which reaches as far south on the Belmont Avenue,
making this section extend over about il/2 miles of four-track
road. The power station is at Fullerton and Southport Ave-
nues, about 2]A miles from this sub-station. Although this
battery plant is at what is now the northern terminus of the
road, it probably will not lie so long, as an extension is contem-
plated to Ravenswood, and it is also expected to operate trains
230
over the tracks of the Chicago, Milwaukee & St. Paul Railroad
from this point to Evanston.
WATER SUPPLY
It was at first intended to get a supply of distilled water for
replenishing the electrolyte of the battery from a still located
on the premises and heated by gas. A number of tests were
FIG. 3.— COMPOUND WOUND BOOSTER
made on the cost of operating this still. In one of these tests,
which is a fair average of all, the gas burner took 60.2 cu. ft.
of gas per hour. The city water required for condensing was
60 gals, per hour. It yielded 3^4 ga's- distilled water per hour.
This, at the price paid for gas of 90 cents per 1000 cu. ft., and
with city water for condensing at 1 cent per 100 gals., would
bring the cost to 1.6 cents per gallon. This was so high that
the still was moved to the power station, where steam from the
boilers could be used at a cost for production of distilled water
of about y2 cent a gallon. This is a sufficient saving, so that it
pays to haul the water in barrels from the power station to the
battery plant rather than maintain the still at the battery plant
and operate it by gas.
ROUTINE BATTERY OPERATING INSTRUCTIONS
The following instructions, whch are given to those in charge
of the battery plant, give a good idea of the way in which the
battery is cared for and what the company considers the best
practice in this respect :
RATING
Amps.
Maximum discharge rate 2720
Normal discharge rate 680
Maximum charge rate 950
Normal charge rate 680
Floating. — When floating, the voltage should be so adjusted
that the specific gravity of the pilot cell will remain in the
neighborhood of 5 points below the maximum reached at the
last weekly overcharge, as noted in chalk on the outside of the
pilot cell tank (see paragraph on pilot cell readings). The
battery must not be allowed to gas or "boil," either of which
is an indication of too high a voltage. Except on the weekly
overcharge, the specific gravity should never get above this
point, and should it show a tendency to do so, decrease the
voltage across the battery. The proper adjustment can also be
checked by the voltage across the battery. This should average
540 volts — that is, on discharge the voltage will go below this
point, and on charge it will go above, but the average should
be kept at this point, being checked on the Bristol recording
voltmeter chart. This adjustment is made by means of the
booster rheostat.
Discharge. — The discharge current must not be allowed to
exceed 2720 amps, in regular service. The circuit breaker,
however, may lie set at 4080 amps, in order to take care of such
very infrequent discharges as may be only momentarily in ex-
[Vol. XXIV. No. 7.
cess of this figure. The voltage across the battery must never
be allowed to fall below 440 volts, and must only go that low
when there is a discharge of at least 680 amps. If the dis-
charge is less the voltage must not go so low. The specific
gravity of the pilot cell should never be allowed to fall more
than 30 points during discharge, and in general 25 points is
recommended as a safer figure.
Ordinary Charge. — Where a regular discharge is taken out
of the battery, charge up as soon as practical, preferably at the
normal rate. The cliarge should be continued until the gravity
of the pilot cell reaches a point 5 points below the maximum
reached on the last preceding weekly overcharge.
Weekly Overcharge. — On Sunday morning the battery must
be given an overcharge, this being similar to the ordinary
charge, except that it is continued longer. When the battery
begins to "gas" take specific gravity readings of the pilot cell
at fifteen-minute intervals; continue the charge until those
readings show no increase in gravity for three-quarters of an
hour, when the current should be cut off, the battery being full.
Thunder Storms. — On account of danger from lightning and
burning out, it is advisable during severe thunder storms to
keep the Weston voltmeter cut out of circuit by keeping its
switch on the off point, except when readings are being taken.
If it is possible to adjust the bus to the battery floating voltage
— that is, 540 volts, the battery should be floated directly on
the system without the booster, and in case it is advisable, as
far as practical, to keep the booster out of service at such times.
FIG. 4.-INTERIOR OF BATTERY ROOM.
Pilot Cell Readings. — While the battery is on the system,
read and record once every hour the specific gravity of cell
No. 169. Read and record once every day the average electro-
lyte temperature of this cell, and also the temperature of the
room. It is of assistance to chalk on the outside of the pilot
cell tank each week the maximum gravity reached after the
weekly overcharge, this reading being used as a standard for
operating the battery during the following week. Read and
record at the end of each charge and the end of each dis-
charge the pilot cell gravity. The proper height of the elec-
trolyte of the pilot cell should be marked in any convenient
manner, and then enough water put into this cell each day in
order to keep the electrolyte at this constant height.
Weekly Readings. — A complete individual cell specific grav-
ity reading of the entire battery should be taken at noon on
Sunday. A second complete individual cell specific gravity
reading should be taken after the weekly overcharge is com-
pleted and before any discharge is taken out.
Bristol Voltmeter. — The Bristol voltmeter should be checked
and, if necessary, adjusted once a week. This is done as fol-
STREET RAILWAY JOURNAL.
August 13, 1904.]
STREET RAILWAY JOURNAL.
lows : With the battery off the circuit, read the battery voltage
on the Weston voltmeter; then by means of the slide in the
meter resistance box adjust the latter so that it agrees with
the Weston,
Responsibility. — The senior operator will be held responsible
for the condition of cells No. I to No. 130. The junior operator
will be held responsible for cells No. 130 to No. 258.
Replacing Evaporation. — Keep the plates covered with elec-
trolyte and use oidy approved water in filling up. Do not use
acid.
Inspection. — At the end of the weekly overcharge, when the
cells begin to gas, look over all the cells for gassing", and note
any which are behind the rest of the battery. As soon as con-
venient, inspect these cells for trouble. Once a week inspect
cells. In case of trouble being shown by any of the above indi-
cations, look at once for short circuits and remove the same i f
found. In case of any trouble that you cannot discover and
remedy, report at once to R. B. Stearns, superintendent.
Forms are provided upon which the battery attendants make
regular reports from the charge and discharge at the battery.
The foregoing particulars are given through the courtesy of
E. C. Noe, general superintendent, and R. B. Stearns, superin-
tendent, of the Northwestern Elevated Railroad Company.
♦ ♦♦
Indiana interurban railroads have reached the point of car-
rying pianos when occasion requires. The Roberts Park M. E.
Church Choral Society chartered a special car over the In-
dianapolis & Northwestern Traction Line for Lafayette and
^1
Booster Motor 1
Switchboard (back)
Voltmeter Switch
Laln-ls
I>t. t Bus
Pt. 2 Battery
Pt. 3 Das and Booster
Ft. i Battery and
Booster
Pt. 5 Off
Switchboard (front)
■* 1 + Bus
-12 Ground (-Bus)
Voltmeter connections not shown in diagr;
Pt. 1 Bus
Pt 2 Battery
Pt. 3 Bus and Booster
Ft. 1 Battery and Booster
Pt. 5 OH'
Generator Panel
Size of Cables and Wires B. & S.
Length in Feet
Battery Room
1
f Bus
3- 1. 000. 000
8-3
Battery
3 1.0110.000
1
Booster Armature —
.3-1,000.000
Booster Seiies Field.
3-1,000.000
0
Booster Equalizer
7-8
Booster Shunt Field.
t S B. & S.
H-IO
Motor Armature
800.000
U
Motor Field
* S B. & S.
12
Ground (-Bus)
3-1,000,000
Copper leads frcm s\\
Ul.bo-ld.
Cable hits for leads
FIG. 5.— DIAGRAM SHOWING BOOSTER AND BATTERY CONNECTIONS
all cells for color or for short circuits between the lugs. Cells
giving indications of trouble should be attended to at once.
Until board separators are installed, in addition to the above,
all the cells should be inspected with a submerged inspection
lamp once a week. Look between the plates and remove any-
thing collecting between them with a thin stick or probe. Do
not use metal for this probe.
Indications of Trouble. — The following are the chief indica-
tions of trouble in cells:
r. Lack of gassing on weekly overcharge.
2. Drop in the specific gravity reading relative to the rest
of the cells.
3. Lower charging voltage than the rest of the cells.
4. The color of the positives markedly lighter, or of the
negatives markedly whiter or darker than the neighboring
return. Among the special features of the equipment was a
piano. As the party of seventy voices went through the coun-
try it made music. Stops were made at the stations and great
crowds assembled to hear the singing.
That electric railway companies throughout the country are
gradually recognizing the advantage of calling the public's at-
tention to attractive localities reached by their lines, is evi-
denced by the beautiful guide book on the Great Blue Hill and
Reservation, which has been prepared by the Mine Mill Street
Railway Company, of Canton Junction, Mass. This booklet
is sold at the nominal price of 10 cents, contains an extended
description, with panoramic views of these famous public
grounds, historical sketches of the district, car schedules and
other valuable data to the traveler.
2T,2
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 7.
BODY FRAMING OF MODERN INTERURBAN CARS
BY EDWARD C. BOYNTON
The general design of the frame of an interurban car of to-
day is very unlike that of a car built four or five years ago.
The changes in the design have been many, and, though spread
out, as they were, over the above length of time, have been
FIG. 1.— HALF SECTION AND END ELEVATION OF
OLD-STYLE CAR ,
very rapid. They have all been in one direction — toward the
design of the standard steam railway coach.
If the specifications covering the body-framing of a Pullman
car, a steam railway coach and an interurban car of to-day
were placed side by side almost the only difference to be seen
is found in detail dimensions, the Pullman being the heaviest
and the others in the order given. The general design is the
same.
For the purpose of comparison, Fig. 1 is given, showing a
half section and end view of an old style car. It will be no-
ticed that the sides of the car contain pockets into which the
window drops. There are light posts between the windows,
extending from side sill to side plate, and formed to fit the
pocket and the outside curve of the "sinker" panel. Little or
no framing is to be seen, there being only a single longitudinal
rib between the sill and the belt rail or sash rest.
It is unnecessary to go further into the frame details of this
type of car, for all are more or less familiar with it.
In all modern frame design the strictest attention is given
to the strength of the side frame from the sill to the belt rail.
The object is to give the frame great strength to withstand
vertical strain and end blows, and, in fact, it has become a part
of the side sill. It stiffens the car and gives a solid foundation
to carry the upper sides and the roof, and in collisions will
effectually prevent the car from turning into kindling wood.
There are several designs in use for side framing which
differ slightly, one of which is shown in Fig. 2.
In one design more
commonly used, the ^4-
in. iron rod just below
the belt rail is replaced
by a flat steel truss l/2
in. x 2y2 ins., which is
bent downward from
the bolster center and
passes through the side
sill near its end, and is
secured by a nut and
a suitable forged iron
anchor beneath the sill.
Another difference is in
the diagonal bracing.
Letter X bracing is fre-
quently used instead of
single braces, leaning
toward the center from
each end, as shown.
The blocking or filling
between braces is not
shown, but is now gen-
erally used. It consists
of blocks or pieces of
yellow pine the same
thickness as the braces
and cut carefully to fit
the spaces between
braces. These blocks
are screwed and glued
to ribs and posts, and
both blocks and trusses
are gained around
posts. The whole side
frame of the car prac-
tically becomes one
large plank on edge,
but is stronger.
All corner, side and
door posts are made of
white ash. Every sec-
ond side post from the
corner is made double,
with a small panel be-
tween both inside and
outside. Every alter-
nate post is single, and
run up back of the top
sash of the side win-
dows. The reason for
this is that the windows
are in pairs. The top
sash is stationary, usu-
ally glazed with cathe-
dral glass, and covers
both lower sash. Each
post has a ^4-in. iron
rod running full length
from sill to side plate,
with a nut and washer
on each end.
The upper ends of all
braces, . and also the
truss plank, are secured
by bolts passing down
through the side sill,
with nut and washer
beneath, as shown in
3!Ujyd ssjtui
' J*
mi
"RS
r
v,
August 13, 1904.]
STREET RAILWAY JOURNAL
233
Fig 2. All side ribs, belt rails and plates
are made of long-leaf yellow pine in one
piece. The outside sheathing is j/j-in. x 2-
in. poplar, matched and molded.
This type of car usually has the steam
railway coach type of roof, with the hood
covering the vestibules at both ends. It is
a monitor deck type, with the monitor roof
projecting over the deck lights. Fig. 3
shows the roof and side frame in cross
section. Carlines and roof framing are
made of ash, the former- spaced about 10
ins. apart. At every side post is a steel car-
line y2 in x ij/2 ins., forged in one contin-
uous piece, to conform to shape of car roof,
from side plate to side plate, with a foot on
each end securely bolted to plates. Side
plates are yellow pine, 2l/2 ins. x 5 ins., laid
flat, strengthened by a letter board of white
ash, 1 J/2 ins. x 7 ins., gained over posts and
side plates, and securely screwed to the same. Side posts are
2%-in. x 4-in. ash ; corner posts, 4-in. x 4^-in. ash. Deck
FIG. 4— FRAMING OF MODERN CAR
sills are 2%-m. x 4^-in. yellow pine, and deck plates are 2-in.
x 3j/2-in. of the same material. The roof sheathing is J^-in. x
3-in. matched yellow poplar.
Fig. 4 is a photo-engraving of the framing of one of the
latest types of these cars built during the present year.
THE CLEVELAND TOURING-CAR SERVICE
FIG. 3.— SECTIONAL VIEW
The success of the "sight-seeing" or touring-car service,
which has for the past few seasons been operated upon the
lines of the Cleveland Electric Railway Company, has led to
its development upon an extended scale. This season the ser-
vice has been considerably extended, and it is being very thor-
oughly and extensively advertised. One large car is operated
for this purpose daily throughout the week, and ^xtra cars are
added for Sundays and holidays, the intention being to provide
adequate service for the demand at all times ; the car operating
daily makes five trips per day, each of which trips passes over
different lines and through partially, if not wholly, distiTict
territory. The service is giving the best of satisfaction and is
being very liberally patronized.
The advertising methods consist of issuing locally of de-
scriptive pamphlets, advertising blotters, placards, etc. The
pamphlets are neatly arranged, describing the service from the
times of trips and places of starting to details of each of the
five trips, and the fact that points of interest are called en
route. The pamphlet refers to service in general as follows :
"Delightful two-hour 25-cent trips about Cleveland, metropolis
of Ohio. Best and cheapest way of seeing the 'Forest City.'
Passing and showing magnificent parks, boulevards, business
centers, beautiful residence and manufacturing districts, world-
famous Euclid Avenue, the Garfield tomb, Euclid Heights and
Governor Herrick's home, 'Forest Hill.' Summer palace of
John D. Rockefeller, East End, West and South Sides, 'Glen-
mere,' home of late Senator Hanna ; suburbs, Lakewood, South
Brooklyn, Windermere, Glenville, East Cleveland and Collin-
wood."
Blotters are issued in six different colors and styles of print-
ing, which refer briefly to the service, and also small cardboard
placards, \% ins. x 2% ins. in size, which are striped in various
ways with green and pink, so as to resemble railroad tickets ;
these are distributed in quantities from 15,000 to 25,000 per
month, and have proven very effective. In addition, placards
11 ins. x 21 ins. in size are placed in the racks of the city and
suburban cars of the company. This new department is in the
charge of J. W. Butler, manager of the touring car service,
and from whom this information was obtained.
234
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
THE NEW YORK CENTRAL PLANS IN THE CENTER OF
NEW YORK
There is every indication that a new era for electric rail-
roading in the United States has been started by the recent
purchases of electric lines in Central New York by the Vander-
bilt interests controlling the New York Central Railroad. It has
become evident that this most important trunk line has arrived
at a point where the superior economy of the electric system of
propulsion for short-haul passenger and express business has
become recognized, and it seems extremely probable that within
the next two or three years a considerable part of the short-
haul passenger business of the New York Central, between
New York and Buffalo, will be turned over to electric lines
controlled and operated by these interests.
As has already been announced in these columns, the Van-
derbilts have acquired a controlling interest in the electric rail-
way properties heretofore owned by the Andrews-Stanley syn-
dicate, of Cleveland, and it is understood on the best of author-
ity that negotiations are on for the purchase of other lines
now operating in the district traversed by the Central system.
In an interview with Horace E. Andrews, of Cleveland, who
is now actively engaged with the Vanderbilt interests in
furthering these plans, the Street Railway Journal obtained
a number of interesting state-
ments relative to the situa-
tion. As has been generally
known, the Andrews-Stanley
interests some time ago
bought and consolidated sev-
eral roads in Central New
York, a n d by extending
these roads formed the Utica
& Mohawk Valley Railway,
operating about 118 miles of
road in Utica and Rome, and
between Little Falls and
Rome. It also owned the
Oneida Street Railway, op-
erating a short line west from
Oneida, midway between Rome and Syracuse. Recently the
syndicate entered into negotiations with the owners of the
Syracuse Rapid Transit Company for the control of the city
system in that city, and it was generally understood that the
syndicate intended extending its interurban line from Rome to
Syracuse. In connection with lines operating between Roch-
ester and Buffalo and between Fonda and Albany, and other
lines contemplated, it was apparent to the Vanderbilt interests
that there would soon be a chain of electrics paralleling its en-
tire main line, and it was here that it decided to take a hand
in the traction game. By the purchase of 51 per cent of the
stock of the Andrews-Stanley properties, including the Syra-
cuse Rapid Transit Company, the Vanderbilt interests secured
control of the key to the traction situation in Central New
York, and at the same time the co-operation of these aggressive
traction operators. Now it appears to be the intention of the
New York Central interests to extend the traction system en-
tirely across New York State. This will be done by acquiring
existing traction properties where it is deemed desirable, and by
electrifying portions of the West Shore Railroad, which paral-
lels the New York Central across New York, and which is also
owned by the Vanderbilt interests. The first step in this work
will be to electrify that portion of the West Shore between
Utica and Syracuse, and this will be done immediately. It is
also the intention to electrify the Auburn branch of the New
York Central, operating between Syracuse and Rochester, over
a longer route than that of the main lines of the New York
Central and West Shore roads between these points. From
Rochester to Buffalo will be filled either by purchasing existing
H. E. ANDREW'S
lines covering portions of this distance or by electrifying the
branch of the New York Central from Rochester to Niagara
Falls and Buffalo. Mr. Andrews states that this point has not
been decided upon. Mr. Andrews also denies that the Central
interests have obtained control of the International Traction
Company of Buffalo, with its suburban lines, as has been stated
in press reports. As to the situation east from Little Falls,
Mr. Andrews declined to make any statement. It is under-
stood from the best of authority, however, that the negotiations
of the New York Central and Delaware & Hudson roads for a
joint ownership of the Schenectady Railway Company's system
will be consummated in the near future. This would give the
syndicate lines connecting Schenectady with Saratoga, Troy
and Albany, and an entrance to Albany, which is important.
From Albany south to Hudson is the Albany & Hudson third-
rail line, which is controlled by A. M. Young, of New York,
who is associated with Mr. Andrews in other properties. Thus
it will be seen that the Central's plans for a trans-State electric
line are well advanced. There have been rumors that other
New York Central branch lines, including the line from Syra-
cuse to Oswego and the branch from Rome to Ogdensburg and
Massena Springs, are to be electrified, but Mr. Andrews de-
clined to make any statement on these points. Judging from
the general policy of using the electric lines as feeders, this
may be carried out.
As to the present plans for operation, the present line from
Little Falls to Utica will be utilized for the through line, and
the through electric cars will then take the tracks of the West
Shore to Syracuse, and the Auburn branch from Syracuse to
Rochester. The system to be used in the electrification of the
steam lines has not been decided upon, and there are many
points to be considered before it can be settled. At the present
time engineers of both the Westinghouse and General Electric
companies are at work on the problem. It has been practically
decided that the steam tracks will not be equipped with over-
head trolley, because it is the intention to continue the use of
steam locomotives for freight traffic, and it is pointed out that
the trolley would endanger the lives of brakemen on the tops
of cars. It is also claimed that the sulphuric fumes from the
locomotives would injure, if not destroy, the overhead line.
A form of side contact trolley is being considered, as is also
the third-rail system. The advantages of the alternating-cur-
rent system of motors and transmission are being considered
on account of the superior economies claimed for it, but it is
feared that the adoption of this system might render it difficult
to enter the centers of cities. The work of electrification is to
start as soon as the problems can be worked out, and it is safe
to say that the equipment will be a step in advance of anything
yet brought out in this country. Both tracks of the West Shore
are to be equipped, and the short-haul passenger and package
express will be taken care of on the electric division of the sys-
tem, leaving the four tracks of the New York Central for fast
passenger and freight traffic.
The financial end of the scheme will provide for the consoli-
dation of the three existing traction properties into a single
company, or it is possible that one of the companies may absorb
the others. The new company will operate its own property
and will utilize the tracks of the West Shore under a traffic
arrangement. What the capital of the new company will be
has not been determined.
Relative to the question of obtaining power, Mr. Andrews
admits that the syndicate is interested in securing large quanti-
ties of power, but he declined to admit that the syndicate was
interested in the Niagara, Lockport & Ontario Power Com-
pany, as has been repeatedly stated. He said that the present
plant at Trenton Falls would be utilized to operate the West
Shore as far west as Syracuse, and that the power supply for
the section from Syracuse to Buffalo would be obtained from
another source.
August 13, 1904.]
STREET RAILWAY JOURNAL.
235
The Niagara, Lockport & Ontario Power Company referred
to has recently voted to mortgage its property for $24,000,000,
and will issue long-term, low-rate bonds for that amount. A
modified certificate of incorporation has been filed at Albany,
covering the execution of the mortgage, the issuance of the
bonds and asking for authority to enable it to transmit electric
power to the various cities of the State as far east as Utica.
Mr. Andrews denies that any steps are being taken by the
Vanderbilt interests to absorb electric lines along the routes
of their lines through Northern Ohio. There have been nu-
merous reports that negotiations were on for the purchase of
the Cleveland, Painesville & Ashtabula Railway, the Cleveland,
Painesville & Eastern, Lake Shore Electric and other roads in
this in.trict, but such statements have also been denied by the
officials of these companies. This district is not as thickly
settled as is Central New York, and the business which these
roads have acquired has been very largely new business, which
has been developed through their own efforts, hence they have
not cut into the business of the steam roads as have the Central
New York lines.
Mr. Andrews has long figured as a great street railway
operator through his connection with the street railway sys-
tems in Cleveland. In the early 70's Samuel Andrews, Mr.
Andrews' father, and Joseph Stanley, father of John Stanley,
Mr. Andrews' present associate in business, built the Broadway
& Newburg Street Railway, a horse-car line from the center of
Cleveland to the neighboring village of Newburg. After leav-
ing school both young men entered the employ of the company.
In 1891 Joseph Stanley died and Samuel Andrews retired, at
which time Mr. Andrews became president and John J. Stanley
general manager of the company. In February, 1893, the
Broadway & Newburg Company was consolidated with the East
Cleveland Railway, and in April, 1893, the two properties were
consolidated with the Brooklyn Street Railway and the South
Side Street Railway, of which Tom L. Johnson was the head,
forming the Cleveland Electric Railway. For a year Mr.
Andrews was vice-president of the company, and then, in 1894,
his friends assumed control and he was elected president, with
J. J. Stanley as general manager. In 1899 Henry Everett and
his friends regained control and Mr. Andrews continued as a
director. In 1902 Mr. Andrews headed the syndicate which
purchased the control from the embarrassed Everett-Moore
syndicate, and Mr. Andrews again became president, with Mr.
Stanley general manager. In July, 1903, Mr. Andrews effected
the merger of the Cleveland City Railway Company with the
Cleveland Electric Railway, and at present he is at the head
of the consolidated company which owns and operates all the
lines in Cleveland.
In the spring of 1901 Messrs. Andrews and Stanley became
interested in properties at Utica, N. Y., buying the control of
the Utica & Mohawk Railway, the Utica Belt Line, the Deer-
field & Utica and the Utica Suburban Railway. Later the syn-
dicate formed the Little Falls & Herkimer Railway, the Herki-
mer, Mohawk, Illion & Frankfort Electric Railway and the
Frankfort & Utica Railway. By building connecting links and
consolidating the various properties, they formed, in November,
1901, the Utica & Mohawk Valley Railway Company, which
embraces the city lines in Rome and Utica and a magnificent
double-track interurban line from Rome to Little Falls, Mr.
Andrews being president of the company. The syndicate also
owns the Onida Railway, of Onida, and the Rome City Street
Railway, of Rome. Recently the Andrews-Stanley interests
obtained control of the Syracuse Rapid Transit Company,
operating 70 miles of city and interurban road in and around
Syracuse, and at a recent meeting of the stockholders Mr.
Andrews was elected president of the company. Mr. Andrews
is a director of the Albany & Hudson Railway, of Albany, and
of the Lake Shore Electric Railway Company, of Cleveland,
and he was largely instrumental in refinancing this property
after the Everett-Moore embarrassment. It is generally under-
stood that Mr. Andrews will be the active head of the work
which is to be carried on by the New York Central interests,
and it has been reported that he will be elected a vice-president
of the New York Central Railroad.
—
MAKING A ROAD ATTRACTIVE
The Dayton & Troy Electric Railway Company, of Dayton,
Ohio, has started on an interesting campaign to improve the
appearance of its right of way. Harrie P. Clegg, general man-
ager of the company, has established a Welfare Department,
whose duty it is to stimulate interest in this direction among
farmers and property-owners along the line of the company's
private right of way. The owners of unsightly sheds, rubbish
piles, etc., are appealed to to clean up, and where this is im-
possible the company proposes to screen the places by planting
quick-growing trees and shrubbery. The company encourages
this work by setting an example in beautifying its stations, of
which there is one in each town. Prizes are offered to the em-
ployees who have the cleanest and best appearing stations.
The interest of school children has been enlisted in the work
of beautifying their homes and the school yards, and the com-
pany furnishes all materials, plants, trees, shrubs, etc., to people
located directly on the road. A spirit of rivalry has been
started in the schools along the line through the offer of a free
picnic to the school whose yard and building presents the best
appearance — cleanliness, beauty and practicability being the
points considered. The picnics are held at Midway Park, the
company's outing resort, and the company furnishes transporta-
tion, refreshments and an entertainment. The company started
this work only a short time ago, and already many beneficial
results have been noted. While it is likely to prove somewhat
expensive at the start off, the improvements are of a per-
manent nature and will add greatly to the attractiveness of the
road, and its receipts from pleasure seekers will increase pro-
portionately.
♦♦♦
CURTIS TRUCKS FOR BOSTON ELEVATED RAILWAY
The twenty-four new elevated cars recently ordered by the
Boston Elevated Railway Company, and described in the last
issue of the Street Railway Journal, are to be mounted on
Curtis trucks, furnished by the F. B. Tait Manufacturing Com-
pany, and not on Taylor trucks, as stated in that article. The
error occurred from the fact that a number of Taylor trucks
have recently been purchased by the Boston Elevated Railway
Company for its surface cars, but the new elevated cars are to
be mounted on Curtis trucks.
. TEST OF ARNOLD SINGLE-PHASE MOTOR
A trial run was made Aug. 3 on the Lansing, St. Johns & St.
Louis Railroad in Michigan with the Arnold electro-pneumatic
motor. This system was described in the issue of this paper
for Jan. 4, 1904, and, as stated in that article, the motor was
destroyed by fire on Dec. 18, 1903. Since that time Mr. Arnold
has rebuilt the machine. The run Aug. 3 was made between
DeWitt and Lansing, a distance of 8 miles, and at one time a
speed of 25 miles an hour was obtained. The trolley voltage
was about 6000, and was carried the entire length of the line,
a distance of 20 miles.
♦ ♦♦
With the completion of the lines to Newport Beach and
Glendale, official statistics have just been compiled showing
that the Huntington interurban railways in Southern Cali-
fornia now comprise a total of 307.28 miles of single track,
nearly all being constructed and equipped in less than two years.
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
STREET RAILWAY ADVERTISING
BY R. T. GUNN
To strike the "medium" and not spend too much, but yet
enough, is often a matter of fine calculation for the street rail-
way company.
It is a fact that those companies operating amusement re-
sorts or parks have to "put up" more than is just. The resorts,
as a rule, have the concessions leased by the railway company,
and the advertising of the resort naturally should be done by
the lessee and not by the railway company. It actually works
out that if the railway company gets the business it should, it
SIDE POST OF OPEN CAR WITH
CURTAINS DRAWN DOWN,
SHOWING DISTRIBUTING
BOX
'OCEAN VIEW" — TYPICAL CUT FROM
CIRCULAR
on account of the summer resorts and winter lighting, the sys-
tem is working out satisfactorily and the expenditure is justi-
fied. The manager has pursued the policy of keeping in good
humor with the daily papers, letting them know that in cases of
accident or matters which are legitimate news, they could pro-
cure the facts by simply asking for them. And while the public
is apparently slow to recognize anything but the worst possible
side of all questions, where corporations are concerned, still
it is easy to discern a much better feeling and attitude toward
the company than formerly existed. And in the long run public
opinion is exceedingly reliable.
The best method of advertising we have is a publication of
our own. This is a little folder called "Street Railway Chat,"
named by the public, the company offering a
prize for the best name offered by one of its
passengers. This publication is issued semi-
weekly, and folds so that it fits a holder 3 ins.
wide. This holder is screwed to the posts of
car and is placed so that it is only a few inches
above the seat, and cannot fail to attract the
passenger's attention. The value' of this pub-
lication lies largely in the method of distribu-
tion. It is placed directly in the hands of the
street railway passengers, the very persons
we wish to reach. We issue it on Wednesday
and Sunday mornings, the publication being
placed in the boxes the night before while all
cars are in the barns.
The cost of getting out this publication is
THINGS HUMOROUS.
DMUmcly Interruption.
'■ii.ni. buck id bia chair, be went tu
tump.
I'rt-tf nllt be I'p^bn putt lull up. tlieuir
villi demoniac energy His whole frame
l>uok, and be weaved back and forth,
lis banda biuying up and down, and to
ind fro. and his features Working coo-
nisi. fly
lu ureat alarm his wife ran to bis side.
:rasped him bv Ihe shoulder and shook
•■What is liit
dear?" she
■rossly replied Sly 11
ni a difficult ooneerl
CASINO
Week of July 18.
Matinees. Wednesday
and Friday.
The Tomkin's Comedy Co.
WHAT AILED PORTER ?
I Don't Think
that bee
ho
ather for
• had
veral
The,
days that summer
and that there are
hot days coming
are nearly three months
more of fan weather, and
now is the time you can
least afford to be without
this "life saving" device.
The fever days are near
at hand, and it is cheaper
to buy an electric fan than
to take a trip to the moun-
"Yea," answered Mr StormiDgton
Barnes: "the .litftreni* i« that Shut?
Hpdire inorali/eK arnl the modern dra-
matist demoralizes "
Ida — And has the young man been
oitiiQii to see you long, enough to wear
tut your patience?
Bell — Patience'/ Why "he 1ms been
:omiuK to nee aie Ioiik i noujrli to wear
mi three sofas.
BASE BALL.
Norfolk vs. Orange Athletic Club
LAFAYETTE FIELD.
Game tailed i.M p. m. Admission 25c.
$1
$1
"What's become of Miss Tirjftlei
used to be a sonbrette?"
"She's in the chorus now "
"I'shaw— in she us old at that ?"
Children, - - • SO Cents
Excursion leaves Norfolk* Western i
Thursday, July il, at Ha, m. Hundred
revlalt "Urcioa Green" and go bacb "
borne" (or a delightful day
Arc You Cooking
your dinner on a coal stove?
Needless to say you are warm,
and no doubt you suppose
everybody else is warm.
There you are mistaken!
There are thousands of wom-
en right here in Norfolk that
are cooking their dinners and
are just as cool as need be.
You wonder how it is possi-
ble, It is the easiest thing
in the
with
■rid. They cook
GAS!
FOLK. SAMPLE PAGES FROM TRAFFIC CIRCULAR
must "go after" it, as it is apparent to the lessee that when the
street railway company enjoys a good traffic the lessee will
have good results, and when the road hauls few passengers he
will lose money. Under these conditions the lessee naturally
takes a waiting position, and does just what he is compelled to
do by contract and no more, and advertises only when he sees
direct results.
The problem of finding out the best methods of spending
money for advertising is a difficult one, for usually the direct
result is not apparent at all, and it is impossible to determine
just what the indirect result really is.
I have been struck by the fact that in the large cities little
or no advertising is done by the street railway companies, as
they depend on regular travel. In Norfolk, while the daily
travel is exceptionally good for a city of its size, the travel has
been augmented very materially by systematic advertising.
Favorable and complimentary notices in the local papers on
the way crowds are handled on all and special occasions tend to
bring the road into good repute with its patrons, and while
considerable money is being spent for newspaper advertising
divided between the railway, lighting and gas departments, the
railway using the major part in summer time, the lighting de-
partment using more in winter time.
A cut is used on the front page, the folder being placed in
the box in such a manner that the brass holder makes a frame
for the picture. Theater cuts are used in winter time and cuts
of summer resort or features to wnich particular attention is
called in summer time.
While it costs a considerable amount to equip the cars with
sufficient holders, 'die results have been exceedingly gratifying.
To show the popularity of this publication it may be well to
state that numerous offers have been made for advertising
space by local business houses. These offers have been refused
in every instance, as it has been deemed best to keep it strictly
a street railway publication. As a means of keeping in touch
with its patrons, the company finds this a good medium. The
reading matter is gotten up with a view to calling especial at-
tention to advertisements, and is really an advertisement in
itself. Announcements and attention to changes in schedule
or service, and anything in the nature of improvements to car
August 13, 1904.]
STREET RAILWAY JOURNAL
237
equipment, or any part of the business, are also exploited.
Illustrating the fact that the patrons appreciate the little
publication since its advent, passengers are frequently noticed
to take the folder from the rack, peruse it and carefully return
it. Few, if any, are thrown upon the floor of the cars. Such
as are carried away are taken in the pockets of the passengers.
STREET RAILWAY EXHIBITS AT THE WORLD'S FAIR
The large number of exhibits of street railway interest at
the Louisiana Purchase Exposition has prevented the inclusion
and the "insulating" joint. This latter is used in connection
with electric signaling apparatus to effectually insulate a sec-
tion of the track. Fibre and wood blocks form the insulating
material. On the rear wall of the exhibit space are shown
framed drawings of the products of the company.
EXHIBIT OF THE McGUIRE-CUMMINGS MANUFACTURING
COMPANY
Occupying a space 150 ft. in length, centrally located in the
Transportation Building, are the several exhibits of the Mc-
Guire-Cummings Manufacturing Company. One of these that
attracts immediate attention is the new double-truck pneumatic
sprinkler. The peculiar feature of this is that it is constructed
nitE
rxsulatop.
giSWater S' New York. — 117 Lake S<- Chicago
Factories. Schenectady London.Eng.
McGUIRE-CUMMINGS MANUFACTURING COMPANY'S EXHIBIT
EXHIBIT OF THE MICA INSULATING COMPANY
EXHIBIT OF WEBER RAIT. JOINTS
of descriptions of all of them in any one or several issues of
this paper. In this issue particulars are given of four exhibits
which have not been previously mentioned.
EXHIBIT OF WEBER RAIL JOINTS
This exhibit is located in section 4 of the Transportation
Building. Surrounded by a neat brass railing are shown the
several rail joints manufactured by this company. Neatly
plated small sections aid materially in giving a clear idea of
their structure. A feature of all these joints is the underlying
plate, which gives a flat surface on the tie and prevents the
ends of the rails battering them. Another desirable feature is
the wood filler, which, it is claimed, absorbs the vibration and
lessens the liability of the nut working loose.
Four different types of joints are shown : the "standard"
joint, taking the place of the ordinary angle bar; the "step"
joint, connecting rails of different sizes; the "girder" joint,
II APT MAN HIGH-POTENTIAL OIL CIRCUIT BREAKERS
with four sprinkling heads, two on each end of the car. As
all of these can be used independently, the regulation of flow
may be varied considerably. Each head, moreover, is pro-
vided with a device for governing the amount and direction of
flow. By means of this device the water may be so thrown as
to flush out the car tracks. A portion of the cylindrical tank
serves as an air reservoir, in which pressure is maintained
automatically by means of a Christensen compressor at ap-
proximately 80 lbs. This, however, is reduced considerably
before passing into the water reservoir.
The snow sweeper, forming part of the exhibit, has, in
addition to the revolving brooms, heavy side plows, by
means of which the width of the swept area may be varied
at will.
The two types of car fender put on the market by this com-
pany are also shown. One of these, the "Royal Flush" fender,
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
used extensively in Chicago, may, when not in use, be folded
up against the dash. The other style, known as the "Cushion
Sliding Fender," may, when not in service, be pushed under
the car with little trouble.
Several styles of trucks are shown. These include type 39-A,
for interurban and heavy city service ; type 35, an extra heavy
truck for interurban, elevated and underground service ; and
their solid steel Columbian single truck.
EXHIBIT OF THE MICA INSULATOR COMPANY
Forming a portion of the display made by the State of North
Carolina in the eastern section of the Mines and Metallurgy
Building is the exhibit of the Mica Insulator Company. Placed
as it is, surrounded by the various grades of mica in its natural
form, this exhibit shows well the uses to which the raw products
can be adapted. The micanite samples displayed include almost
all forms of insulators used in the electrical industry. In-
sulators for brush holders, armature slots, bushings, commuta-
tor cones and tubing molded of micanite are shown. Samples
of the various grades of "Empire" insulating cloth are also
included in the exhibit.
HARTMAN CIRCUIT BREAKERS
The Hartman circuit breakers, while not forming an exhibit
by themselves, are incorporated as a part of several switch-
board equipments. Two breakers are found on the switchboard
controlling the apparatus of the Wesco Supply Company ex-
hibit. One of these, rated at 3300 volts and 40 amps., has the
automatic feature, and is used to control a 90-kw 220-volt syn-
chronous motor. Installed between the Exposition high-ten-
sion mains and the step-down transformers of the Bullock
Electric & Manufacturing Company exhibit is a 6600-volt Hart-
man circuit breaker. This is of the style known as type 3-B,
having a 100-amp. capacity.
MOTOR-DRIVEN DISC FAN
A very striking illustration of progress made in the line of
direct-connected disc fans and motors is illustrated in the ac-
companying cut. showing the American Blower Company's
MOTOR-DRIVEN DISC FAN
modification of its "A B C" fan, which has been in such gen-
eral use for a long time. Previous to the working out of this
design, the custom has been to attach a motor to the arms of a
disc fan, but the excessive weight of the motor, overhung in
this way, has often been an objectionable feature. In this
combination the motor is placed on a substantial base, there
being no bearings except those in the motor. This makes by
far the most rigid form of construction and, at the same time,
most compact, the total width of the outfit being no greater
than with the overhung type.
Before shipment the motor is run under load and tested for
temperature, commutation and regulation, each and every part
having previously been submitted to a thorough and rigid sys-
tem of tests and inspection while under construction. The
series wound multipolar form is used, except for the very small
machines, which are made bipolar.
Free ventilation is made possible by the general design, in-
suring cool running under heavy load, long life and low cost
of maintenance. The bearings are self-oiling and run for weeks
without renewal of the lubricant. The machine requires a
minimum of care and attention during operation. Each motor
is furnished with an automatic release switch and a fireproof
rheostat with marble front and carefully finished and fitted
working parts.
The high efficiency of both the "A B C" fan and the West-
inghouse motor makes these outfits unusually desirable for
cooling and ventilating, and many of them have already been
shipped from the works of the American Blower Company,
Detroit, Mich.
—
FIREPROOF INSULATED WIRE
In the general trend of modern engineering toward fire-
proofing, electrical insulators, especially for wires, have been
to a great extent neglected, not so much because of lack of
effort in this direction as on account of the difficulties that
surround the subject. Asbestos is an excellent though not the
only material for this purpose, but its thickness, frailness, un-
evenness and cost has precluded its general use.
It is to supply this gap that the Teter-Heany Developing
Company, of York, Pa., has devised its fireproof insulated wire.
By an ingenious device, asbestos, in its fibrous form, is applied
directly to the wire, and then is treated with a special cement
that, on pressure and heat, yields a firm, hard, even, thin in-
FIREPROOF INSULATED WIRE
sulation that is efficient in every respect. The accompanying
cut illustrates the structure of this insulation. This shows first
the application of an adhesive substance, then the fibres of
asbestos, then the cement, and finally shows the insulation
formed into a homogeneous whole by means of heat and
pressure.
This is said to form an insulation that is hard, firm and
durable; that weathering cannot harm; that will not crack,
peel off or break under bending or twisting; and that will with-
stand temperatures above red heat without being destroyed.
The advantages claimed over ordinary asbestos covering are
the following: The total thickness of insulation is but .011 in.,
and .009 in. may be obtained if desired. This is the same as
double cotton-covered insulation, and in its use old forms can
be employed without alteration. While asbestos insulation is
ordinarily very uneven, this insulation varies on the average
about .003 in. Asbestos, while it will not burn, will crumble
under heat, and so become useless for insulating purposes.
This insulation protects the asbestos so that it will stand much
higher temperatures without crumbling. A coil in possession
of Mr. Heany has been heated red-hot several hundred times,
at times for hours, yet the coil retains its insulation unim-
paired. Temperatures of this degree are rarely met with in
practice, and no effect whatever is observed at temperatures
that usually cause coils to burn out.
This means that coils wound with this wire, armatures, fields,
arc lamp and transformer coils, etc., are practically indestructi-
ble. There is a wide field for this wire for use in motors and
August 13, 1904.]
STREET RAILWAY JOURNAL.
239
generator coils, especially for electric apparatus subjected to
heavy overloads, and in fact wherever a high degree of heat
is met with and must be resisted.
The insulation has been thoroughly tested, both in the labora-
tory and in practice, with very satisfactory results. Other
forms of fireproof wire for house, line and telephone work are
also manufactured by the company.
♦
A FINE PRIVATE CAR FOR THE UNITED TRACTION COM-
PANY, READING, PA.
The United Traction Company, of Reading, has recently re-
ceived the handsome parlor car shown in the accompanying
illustrations, from the J. G. Brill Company. The car is in-
tended to be used by the directors during inspection tours over
the various branches of the extensive system owned and con-
trolled by the company. The window arrangement is the
builder's well-known semi-convertible system, having pockets
in the side roofs for the sashes, which allow the walls between
the posts to be but 2 ins. thick, increasing the interior width
73^2 ins. There are many semi-convertible cars of this type in
use on the company's lines, and it is highly complimentary to
the builders that the directors in choosing a car for their own
use should wish one of the same type.
The car is provided with twenty-one wicker chairs and has
a movable sideboard in one corner. Mahogany rubbed to an
egg-shell gloss and richly ornamented with inlaid marquetry
constitutes the finish. The ceilings are tinted light green and
decorated with gold. The Royal Wilton carpet which covers
the floor and the silk window draperies of Louis XVI. design,
are of dark green and harmonize with the woodwork and ceil-
ing, and, all in all, the car presents a most attractive appearance.
The illustration of the exterior of the car shows that the
windows may be held at various heights, five window stops
belt, 8 ft. 6 ins.; sweep of posts, i)4 bis. The distance from
center to center of the side posts is 2^4 ins. ; thickness of the
corner posts, 3^4 ins., and of the side posts, ins. The side
sills are 4 ins. x 7.V4 ins., with 12-in. x %-in. sill plates on the
inside. The end sills are 5J4 ins. x 6J4 ins.
GAS ENGINE FOR ELMIRA
The Elmira Water, Light & Railroad Company, of Elmira,
N. Y.. has ordered a [400-hp Crossley gas engine from the
INTERIOR OF PARLOR CAR
manufacturers, the Power & Mining Machinery Company, of
Cudahy, Wis. The engine will operate by natural gas from a
supply which the Elmira Water, Light & Railroad Company
owns, and will be direct connected to a 750-kw General Electric
SEMI-CONVERTIBLE PRIVATE CAR FOR READING
being provided in the sash runways for that purpose. For
summer service the draperies will be removed, and with the
sashes all raised into the roof pockets, the car w ill he made
as open and airy as desirable for the speed of which the trucks
are capable.
The trucks are Brill No. 27-G, riding steadily at 35 miles an
hour, although the motors are outside hung. The windows in
the vestibules are arranged to drop into pockets in the wains-
coating. The lining of the vestibules and the doors and sashes
of the car arc of solid mahogany. The bumpers, channel iron
draw-bars, brake handles, gongs and other furnishings are of
the builder's manufacture. The length of the car over end
panels is 30 ft. 8 ins., and over the vestibules, 40 ft. 8 ins. The
platforms are 5 ft. from the end panels over the vestibules. The
width over the sills is 8 ft. 2'A ins., and over the posts at the
60-cycle, three-phase alternator. This alternator will be run
in parallel with other alternators. The engine will he tested
next week at the works of the manufacturing company at
Cudahy. and will probably he installed and in operation in
Elmira by next October, ft is of the four-cylinder type, with
cylinders 32 ins. in diameter by 36-in. stroke. The trial of this
engine in operating alternators in parallel w ill In' watched with
a great deal of interest, but no trouble is anticipated by the
manufacturers. About three months ago a plant of four 750-
hp engines of similar type and direct connected to 25-cycle
alternators was put in operation in the power station of the
Velardena Mining & Smelting Company in Mexico. This plant
is used to distribute power at high voltage to six miles, and no
trouble has been experienced in operating these machines in
parallel.
240
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
A NEW FIELD TESTING INSTRUMENT
While there are a number of instruments at present on the
market that are used for testing and locating defective field
windings and armature faults, the need has been strongly felt
for a simple instrument especially designed and adapted for
this purpose, that is quick and accurate and so simple that any
unskilled person can use it properly. To meet this condition
F. M. DuBois and J. B. West, both of Syracuse, N. Y., have
designed and perfected an instrument that is said to give per-
I ) 1 1 1 1 ifoj 1 1 I.I J 1 l
II I I 'I I |Vw/| 1 1 1 1 1 1 r
DIAGRAM OF TESTING INSTRUMENT
feet satisfaction and quick results. The instrument will with-
stand rough usage and is not influenced by stray magnetic
fields, is self-contained and does not require another field wind-
ing for comparison. The reading attained on the scale of this
instrument is direct and not in any technical term, but is simply
a means for identification.
The instrument may be connected into a regulation five-light
550-volt lamp circuit in car or shop by a flexible cord and a
lamp plug. If no light circuit is available, two dry batteries
will do. When the receiver is placed to the ear a loud pulsating
sound will be heard, but upon connecting a field winding to the
binding posts J and K and the switch E on the contact D, the
i
FIELD TESTING INSTRUMENT
sound will moderate to a certain intensity and remain constant.
The pointer is now moved along the scale until a point is
reached where the sound will perfectly balance — that is, there
will be no variation in intensity when the switch E is alter-
nately shifted into connection with the contacts C and D.
If the field winding is new and in standard condition, the
reading attained will be the value of this type of field winding.
Readings may be obtained in this manner of any number of
different types of fields. If, when testing other field windings,
the sound in the receiver is not as loud on contact D as on C,
when the pointer is set to standard reading on the scale, the
field is short-circuited. To find the degree of short circuit the
pointer is moved down the scale until the sound again balances
on both sides of the switch C and D. The reading thus ob-
tained will be the proportion of short circuit in the field wind-
ing. To test coils of higher resistance the range of the scale
is increased by pushing the switch blade F onto the contact G.
In connection with this instrument there is a device for test-
ing commutators for open or short circuits. Its value can be
readily appreciated by electric railway men, as it is a well-
known fact that many armatures have become burned out from
the solder short-circuiting the bars in the back of the com-
mutator or from copper being drawn across the mica when
the commutator is being trued up in the lathe.
THE LYNCHBURG TROLLEY EAR
For the last eight months the Lynchburg (Va.) Traction &
Light Company has been using, with very satisfactory results,
the new type of trolley ear shown in the accompanying illustra-
tion. This ear is adapted for both round and grooved wire,
and can be employed with any of the hangers now in use. This
device is the joint invention of S. H. Cochran and A. E. Ander-
son, both of Lynchburg, Va.
The cap of this ear is provided with a depending post having
a wedge-shaped slot cut through it near its lower end. As
shown in Fig. 2, the lower end of this post is cut away and pro-
FIGS. 1, 2 AND 3.— NEW TROLLEY EAR
vided with a rounded shoulder, and the extreme lower end is
also cut away to provide a shoulder and a downwardly project-
ing lip. The ear is substantially U-shaped in cross-section,
and upon its lower face is straight from end to end, but the
inner bottom face of the ear is convex, as indicated by the
dotted lines in Fig 1. The ear is provided with an arm ex-
tending upward and terminating in a tubular-shaped portion,
which is provided with a beveled bearing face. The bottom of
the bore of the tubular division is rounded to form the seat
shown in the sectional view, Fig. 2. Both the tubular exten-
sion and the post are furnished with slots arranged to coincide
and permit the insertion of the key shown in Fig. 1. This key
is provided with a set of perforations, through any of which
the key can be locked by the insertion of a cotter-pin. Fig. 2
also shows a wedging piece formed in substantially the same
arc as the convex face of the ear. This wedging piece is pro-
vided in its upper edge with a notch in which the shoulder of
the post is adapted to be seated when the parts are assembled
for locking.
In using the construction shown in Fig. 1, the trolley wire
is deflected and placed within the ear. After the wire
is in the ear, the wedging piece is placed therein, with its
curved face resting upon the upper face of the wire. The ear
is then pushed upward and the tubular extension passes over
the post until the shoulder of the latter engages with the notch
in the wedging piece, the lip of the post bearing upon the outer
face of the wedging piece, and thereby holding it firmly in
position. The key is then inserted and locked as described.
Should the key, for any reason, come out of the post, the ear
would fall to the ground and leave the trolley wire free from
anv obstruction. Actual tests have shown that the ear can
be removed from and replaced on the wire in two minutes.
Fig. 3 is a modified form of construction adapted for grooved
or figure 8 wire.
August 13, 1904.]
STREET RAILWAY JOURNAL.
241
FINANCIAL INTELLIGENCE
Wall Street, Aug. 10, 1904.
The Money Market
A sharp advance in sterling exchange has been the only im-
portant incident of the past two weeks. From 4-Sy% demand bills
rose to 4-88}i, the highest figure reached during the present year.
At this price it was thought in some quarters that houses having
special facilities for quick transportation and profitable employment
for the metal abroad might be able to ship gold to London. On
this supposition $2,500,000 was actually taken by the City Bank last
Friday. But it turned out afterward, apparently, that the intend-
ing shipp'ers had misjudged the probable extent of the rise in the
market, and the export order was accordingly cancelled. Whether
exchange will eventually go high enough on this movement to
make gold withdrawals profitable, is a matter about which expert
opinion is divided. A million and a half gold was taken last week
for Cuba, and more will probably follow, the reason being the
credits which lie here at the disposal of the Cuban government
from the recent sale of their bonds. These gold enlistments, actual
and possible, form the only important demand upon present money
market resources. Loans have ceased to expand, owing to the
quieting down of speculation and the absence of any new syndicate
undertakings. So far from these being any of the customary signs
that currency is about to be called away to the crop sections, the
movement toward this city continues in scarcely diminished quan-
tity. It was estimated that last week alone the local banks gained
over $4,000,000 from this source. Surplus reserve has reached the
$56,000,000 mark — by far the highest point of recent years. That
with this enormous stock of idle capital, there will be much of a
change in the market conditions for a long while ahead, is not ex-
pected. Call money is offered and lending freely at 1 per cent
and even lower. For sixty-day advances 2 per cent is the ruling
rate, for four months 3 per cent, and for periods of from five to
eight months 3^2 per cent.
The Stock Harket
The local traction shares, or, it may be said with more truth, the
Metropolitan issues, have been the center of interest in the market
of the past week. Metropolitan Street Railway advanced from
ii8!4 to 125%, and Metropolitan Securities from 87% to 94^4, on
heavy transactions, and this at a time when the general trading
was rather quiet and prices were moving very little. It is evident,
of course, that these stocks have been accumulated for something-
more than speculative reasons; what the real purpose is, remains
at this writing in the dark. The view most generally entertained
is that the rise in the Metropolitan issues and in Interborough
Rapid Transit on the curb foreshadows the announcement of
closer relations between the two properties. That there will be
an actual amalgamation of the companies is something which Wall
Street doubts, because the idea is too big. It is more within
bounds to believe that the companies will be operated under some
harmonious arrangement, which will benefit the Metropolitan
earnings enough to make the 7 per cent dividend guarantee surer
than it is at present. This has been the main opinion behind the
advance in Metropolitan Street Railway stock this week. If there
is something more in the "deal" than this, it is a difficult subject
for the imagination. Some active speculative buying has been at-
tracted to Brooklyn Rapid Transit on the notion that this property
will sooner or later be taken into the fold, but the stock has hardly
responded as much as might be expected. Manhattan has been
inactive.
The stock market generally has displayed a decidedly stronger
inclination to advance than to decline. While the severe wheat
damage in the Northwest, causing a violent advance in the price
cf wheat options, has been a check to active operations for the
rise, the behavior of the market in the face of the bad news has
been of a sort to materially increase confidence in the strength
of the underlying market position. The government report on cot-
ton, showing the largest acreage and almost the highest condition
on record for the season of the year, has brought the Southern
and the Southwestern shares more prominently before speculative
attention, and it is here that the chief gains of the last ten days
have occurred. Except for some of the industrial specialties, the
rest of the list has been quiet and not greatly disposed to move
higher.
Philadelphia
Business has been very dull on the Philadelphia Exchange dur-
ing the last two weeks. Prices have changed very little ; where
they have moved it has been downward. Philadelphia Company
common has been particularly heavy, at a decline from 39 to 38^2,
the preferred selling at 45^4. Union Traction reacted from 54K
to 53H> tnen hardened to 54. Philadelphia Traction eased off
from 98% to 98^. Philadelphia Rapid Transit sold at 13 for 100
shares, 12^4 for 175, and 12^ for 50. Railways General appeared
to be under liquidation, 200 shares going at 1% and 500 later at 1.
On the other hand, Philadelphia Electric was firm, stiffening up
from 63-16 to 65-16. Consolidated Traction of New Jersey held
its own at 67%. American Railways moved up from 47 to 47^,
100 shares changing hands at the higher figure. Afterward an odd
lot sold at 4754.
Chicago
In a statement made by Judge Grosscup, the attorneys of the
Union Traction Company were told that he could not accept that
part of the decree on the ninety-nine-year decision prepared by
them, which would give the company ninety-nine-year rights on
extensions of street railway lines made after the adoption of the
cities and villages act of 1875. The city's lawyers were elated at
this statement, which disposes, so far as the United States Circuit
Court is concerned, of the sweeping claims made by the company
as regards the effect of the decision. "We shall get at the decree
by a process of exclusion," said Judge Grosscup. "We have no
doubt but as much of this decree as it intended to include grants
made after 1875, that have no relation whatever, that are not over-
lapping or anything of that nature, cannot be sustained. When
you take into consideration that in a majority of these ordinances
a twenty-year limitation is in terms inserted, it would take a
good deal of judicial imagination to find that the City Council
intentionally extended the right of occupancy under the told
charter."
The corporation attorneys claim that Judge Grosscup's oral rul-
ing removes 80 per cent of the Union Traction lines from the
operations of the ninety-nine-year act. The market for the city
surface line securities has paid little attention to this controversy,
unless the utter unwillingness to trade in any of the shares con-
cerned be considered a mark of attention. There have been no
sales of either City Railway or Union Traction during the fort-
night. Odd lots of North Chicago went at 71 and 72, and 250
shares of West Chicago at 43 T 4 • Liquidations commonly asso-
ciated with the recent issue of new securities, forced South Side
Elevated shares down from goJ/2 to 89. In all, 600 shares changed
hands. Metropolitan common sold in twenty-share lots between
20 and 2oy2, odd lots of Northwestern common at is5-i and i6J/2,
the preferred at 49, and 50 Lake Street receipts at 3^2.
Other Traction Securities
Boston Elevated, ex-dividend, sold as low as 148^2 ten days ago,
but recovered, subsequently, to 150. The demand for this stock
from investors continues to be very constant. West End issues
were steady, the common at 91 to 91^?, and the preferred at ill to
iiiJ4- On the other hand, the Massachusetts Electrics seemed to
be pressed for sale at every favorable opportunity. The common
sold as low as Vjx/t, and as high as 17M. ending at 171A. The
preferred lost a point from 70 to 69. One hundred shares of
Georgia Electric common sold from 42J/2 to 43, and an odd lot
of the preferred at 81 y2. There were no transactions in the stock
of the Baltimore United Railways during the entire two weeks'
period — a fair reflection of the prevailing dullness. The income
bonds fluctuated between 46}^ and 47K. while the general mort-
gage 4s were very strong around 93. A fair demand continued
for the other traction bonds, Anacostia & Potomac 5s selling up
from IOIJ4 to ioi?j<, North Baltimore Traction 5s selling at 120,
Baltimore Traction 5s at 101^, Norfolk Street Railway 5s at 106,
Atlanta Street Railway 5s at 106, Augusta Street Railway 5s at
102, Charleston Consolidated Street Railway 5s at 85^, and
Macon Street Railway 5s from 89^ to 89. On the New York curb
Interborough Rapid Transit reached yesterday a new high record
at 134%, following the reports of a deal with the Metropolitan.
Five hundred St. Louis Transit sold at iol/2 down to 10, and 200
American Light and Traction common between 5154 and 51^.
Nassau Electric bonds were very strong, rising from 82^ to 84^,
242
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
as were all the other securities of the Brooklyn system dealt in on
the Stock Exchange. Washington Railway 4s were active, advanc-
ing to 79 and easing later to 78%. Twin City Rapid Transit in the
board room was taken in hand and bid up sharply, apparently by
the same interests who have been behind the recent advance in the
other Canadian properties.
Very little activity at Cincinnati last week. Cincinnati Street
Railway sold up from 142 to 142^2, Detroit United advanced to
65, Toledo Railways & Light ranged from 2034 to 21 and Cin-
cinnati. Covington & Newport preferred sold at 89, all small
transactions. A block of Indianapolis Street Railway 4s sold at
8534. and a small lot of Dayton & Northern Traction Company's
5s brought 103.
Two small lots of Toledo Railways & Light at 20H and a small
lot of Cleveland Electric at 72^ were the only transactions at
Cleveland last week.
At Columbus there were a number of transactions in Columbus
Railway & Light, at a range from 35 to 37. There was a strong
demand for Columbus Railway common, but offerings were few.
Columbus, Buckeye Lake & Newark preferred and Columbus,
Delaware & Marion preferred are reported to be in good demand ;
the latter sold at 90, ex-dividend.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
last week:
Closing Bid
July 26 Aug. 9
American Railways 47 4714
Aurora, Elgin & Chicago al2 al2
Boston Elevated 152% 149
Brooklyn Rapid Transit 50% 52%
Chicago City 170 170
Chicago Union Traction (common) 4% 4%
Chicago Union Traction (preferred) — —
Cleveland Electric 71% 71
Consolidated Traction of New Jersey 66% 66%
Consolidated Traction of New Jersey 5s 108% 109
Detroit United 61% 64
lnterborough Rapid Transit 133 134%
Lake Shore Electric (preferred) — —
Lake Street Elevated 3% 3%
Manhattan Railway 150% 150
Massachusetts Electric Cos (cummon) 17% 17%
Massachusetts Electric Cos (preferred) 70 69
Metropolitan Elevated, Chicago (common) 19% 18%
Metropolitan Elevated, Chicago (preferred) 54 52%
.Metropolitan Street 115 123%
Metropolitan Securities 86% 88%
New Orleans Railways (common) 9% 9
New Orleans Railways (preferred) 29 a.30%
New Orleans Railways, 4%s 73 74
North American 87% 85%
Northern Ohio Traction & Light 13% 13%
Philadelphia Company (common) 39 38%
Philadelphia Rapid Transit 13 12%
Philadelphia Traction 9S% 9S%
St. Louis (common) 10% 9%
South Side Elevated (Chicago) 91% 88
Third Avenue 117% 124%
Twin City, Minneapolis (common) 95 ^7%
Union Traction (Philadelphia) 54 53%
United Railways, St. Louis (preferred) 54 53%
West End (common) 91 91
West Enu (preferred) Ill 111
a Asked.
Iron and 5teel
According to the latest and most trustworthy estimates, pig
iron productions fell off during the month of July 210,000 tons.
In spite of this, stocks on hand increased 46.322 tons, showing
that consumption has declined even more rapidly. In the face of
this showing it certainly cannot be said that there has been any
turn for the better in the steel and iron industry. Quotations are
as follows: Bessemer pig, $12.65; Bessemer steel, $23; steel rails,
$28.
Metals.
Metal quotations for the leading metals are as follows: Cop-
per. T2% to 12% cents; tin. 27 cents; lead. 4^ cents, and spelter,
45-16 cents.
TOLEDO, PORT CLINTON & LAKESIDE SOON TO BE
OPENED
Within the next thirty days the Toledo, Port Clinton & Lake-
side Railway will be operating cars between Toledo and Port
Clinton. The road is practically completed between Genoa and
Port. Clinton. This week the company perfected a traffic agree-
ment with the Lake Shore Electric Railway whereby its cars will
operate over that road to Toledo. The agreement is on a car
mileage basis, the Lake Shore Electric taking the cars at Genoa
and operating them to the Toledo city limits as their own cars, and
paying the other company two cents per car mile for the use of
the cars. All fares collected while on the Lake Shore Electric
Company's tracks will belong to that company and the through
fares will be divided in proportion to the mileage. The Lake
Shore Electric pays the crews while the cars are on its tracks.
1 he cars will operate between the regular Lake Shore Electric
cars, which will give half-hourly headway between Genoa and
Toledo, in addition to three Lake Shore Electric limiteds. The
new road opens up a new territory, touching Elmore, Port Clin-
ton and Lakeside. This district is famous for its small fruit
farms, and the fruit business promises to be very heavy. A great
deal of summer traffic is assured for the road, as there are a large
number of pleasure resorts along the shores of Lake Erie and on
the islands which are accessible by this route.
ADVERSE REPORT ON PORT CHESTER GRANT
The Aldermanic Committee on Railroads, of the Board of
Aldermen of New York, has reported to the full board against the
granting of a franchise to the New York & Port Chester Railroad
Company to cross streets in the Bronx. The adverse report, the
committee explains, is due to the fact that it was unable to obtain
any information as to the financial status or reliability of the com-
pany. After the reading of the report, the chairman moved that it
be made a special order for the next meeting of the Board of
Aldermen, Aug. 30.
At the last meeting of the Board of Aldermen the franchise of
the New York. Westchester & Boston Railroad Company to cross
streets in the Bronx for the construction of an electric railway,
running to points in Westchester County, was granted, with the
general understanding that the franchise of the Port Chester Com-
pany would be favorably acted upon. In fact, it is said, sufficient
votes to grant the Westchester Company's application were ob-
tained only through that promise, direct or implied.
♦ ♦♦
THE REORGANIZATION OF THE MIAMI & ERIE CANAL
COMPANY
As a result of an investigation into the affairs of the Miami &
Erie Canal Transportation Company, the financially embarrassed
concern that proposed to operate "electric mules" along the Miami
& Erie Canal in Ohio, it is announced that the bondholders will
effect a reorganization of the company and pay its debts. The
investigation was held before a referee in Cleveland last week, and
was the result of a suit to discover the names of the stockholders
of the company in order that they might be held responsible for
the debts of the company. The investigation was brought to a
close at the end of last week, through the announcement that the
Cleveland and Cincinnati interests had agreed upon a plan for the
1 eorganization of the company. It is understood that the plan is
to place a new mortgage on the property at about the wrecking
value of the tracks and other property, which value is variously
estimated at between $250,000 and $400,000. The debts of the com-
pany will be paid in full, and the balance will be used to complete
the line into Dayton and put the canal in shape for operation.
While it is now pretty generally admitted that little money can be
made operating the road as a canal-boat line, it is believed that
operating expenses and interest on the new money can be made.
The present bondholders would then have to wait for their inter-
est until the company could obtain additional rights from the
Legislature. It is believed that despite the political capital made
out of the issue, the State will sooner or later see the folly of
maintaining the canal system at large expense when it can secure
a fair rental for its banks for electric railway purposes.
The question of whether the company will be reorganized or a
new one formed is yet to be settled. If the stockholders will sub-
mit to an assessment there will be no reorganization. It is un-
derstood that the claims against the canal company are about
$100,000, and that the Cleveland interests have agreed to pay 60
per cent of these and the Cincinnati interests 40 per cent.
August 13, 1904.]
STREET RAILWAY JOURNAL.
ROCK ISLAND AND ELECTRICITY
It is stated that the Rock Island Railroad is seriously conside--
ing the equipment of some of its short suburban lines with elec-
tricity. One report is to the effect that estimates already made
include mileage out of Davenport, Des Moines, Omaha and Kansas
City. It is claimed that representatives of the Westinghouse
Company have been over the system recently securing data to be
used in making up estimates of the probable expense of installa-
tion, and that they are now actually engaged in this work. From
one source comes the statement that electric service is contem-
plated out of Davenport to Muscatine and possibly east and west
on the main line ; out of Des Moines to Winterset and to Newton
and possibly between Kansas City and St. Joseph.
RECEIVERS REPORT ON CHICAGO UNION TRACTION COM-
PANY
John C. Fetzer, the managing receiver of the Chicago Union
Traction Company, has submitted a report for the year ending-
June 30. 1904. the first full fiscal year since the property came
into the hands of Judge Grosscup. This report makes it possible
to give a detailed comparison as between operations under the
court's charge and prior thereto. It is accompanied by a letter
from the receivers to Judge Grosscup, showing that his adminis-
tration has resulted in permanent improvements and in a large
increase of public service rendered, with a less average cost per
passenger carried. The statement to the court is as follows:
July 30, 1904.
The Hon. Peter S. Grosscup, Circuit Judge United States Court,
Chicago.
My Dear Sir. — I desire to call your attention to a comparison
of the statement for the year ending June 30, 1904 (the first full
year under your receivers), with year ending June 30, 1902 (last
full year prior to the receivership):
1902— Paid rentals of $2,884,679
W hich caused a deficit 247,527
Net earnings $2,637,151
1904— Rentals $1,843,078
Surplus , 265,388
1904— Net earnings 2,10S,4C7
Apparent deficit $528,684
Your management have, however, improved "Way and Equip-
ment" over 1902 in a sum greater than this, as follows:
1901 1902 1904
Way $198,928 $274,575 $609,59!)
Ecpjipment 351,937 499,047 741,251
$550,866 $773,623 $1,350,851
Thus you show net earnings of $265,388 after improving system
$577,228 more than 1902, and $799,984 more than 1901 — items for-
merly largely charged to capital account. Your receivers having
no authority to charge it to such account, it has to appear under
operating expenses. Further, you ordered the service improved
wherever possible, and with same track mileage the car mileage
has been increased — 1904, 33.275,288 miles; 1902, 30,732,051 miles,
an increase of 2,543,237 miles, or 8 per cent.
The 100 new cars were not received until last half of year, and
with additional 100 now ordered and expected soon, a much
greater improvement will be shown in the coming year. This
improved service and your liberal transfer policy has increased
the per cent of transfer passengers to revenue passengers from
40.98 in 1902 to 62.63 in 1904, yet your car earnings per car-mile
are maintained, being 25.46 in 1902, 25.82 in 1904. Your expenses
per car-mile have, however, increased from 14.87 in 1902 to 18.36
in 1904, largely caused in the increase of wages paid your motor-
men and conductors:
Conductors :
1902 $907,700.85 2.95 per car mile
3904 1,132,226.30 3.40 per car mile
Motormen :
3902 $723,260.70 2.35 per car mile
1904 919,346.00 2.76 per car mile
And while the total passengers carried have increased, the
average car earnings per total passenger have decreased from 3.54
cents in 1902 to 3.06 cents in 1904. and operating expenses in-
c icascd per passenger from 2.07 cents in 1902 to 2.18 cents in 1904.
Your system is carrying more passengers with better service
at less cost to average passenger than ever before. In showing
comparison of per cent operating expense, I have added showing
after deducting the $577,228 spent in betterments:
1902 1904
Per Cent Per Cent
Operating expenses and taxes to car earnings 66.26 74.49
Operating expenses and taxes to gross income 65.28 - 73.32
Under Operating Expenses, item "Transportation" has
creased $925,000. This is caused:
INCREASE IN WAGES
Men in power plant ■. $34,0(10
Conductors 225.000
Motormen 196,000
Other employees 30,000
m-
INCREASE IN POWER USED
In 1902 we hired power
In 1902 we sold power
$127,0110
155,000
in 1904 we hired power $228,000
In 1904 we sold power 21.000
Increase in fuel
$485,000
$28,000
$207,000
66,000
INCREASE OPERATING CABLES.
To keep old system in the best possible condition
Supplies car service and street cleaning
$301,000
$42,000
97,000
$925,000
Your claim department shows a reduction:
1902— C. U. T. Company $540,075
W. C. Street Railroad 85,023
N. C. Street Railroad 80,837
1904
$711,955
.173.1(11
$138,851
Saving
Or 19.51 per cent.
This department was recently examined by two expert "claim-
men," unacquainted with the department officers or with each
other, and in their joint report they praise the department highly
for its thoroughness in investigation, detail in accounting and
judgment and zeal shown in its operatio . Respectfully submitted,
James H. Eckels,
Marshall E. Sampsell.
John C. Fetzer.
The "Chicago Economist" says that by comparing this report
with the year ending June 30, 1902, and the year now reported on,
which is the first full year under the receivership, it will be seen that
gross earnings increased $765,348. or over 10 per cent. The total
increase in operating expenses was $1,538,496. but $577,228 of tins
was in maintenance charges, many items formerly charged to
capital account being charged to operation under the receivership.
The increase in cost of conducting transportation was largely 111
the item of wages, which in the several accounts directly under
that heading shows an increase of $500,000 in the two years. The
increase in general expenses was merely nominal.
The report of earnings for the year ending June 30, 1904, with
full comparisons, is rs follows:
Earnings, etc., Increases, Year
Year Ending June 30, 1904
Ending June Over Over
30. 1904 1903 1902
Passenger $8,556,533 $230,684 $755,45S
Other 33,934 2,480 9,890
Gross $S,590,467
Expenses :
Maintenance way $609,600
Maintenance equipment 741,252
Transportation 3,718.746
General 1,039,618
Total $6,109,216
Net earnings 2.481,251
Other income 137,018
$2,618,270
Total income
Charges :
Rental *$1,S43,07S
Other 509,802
$233,164
$240,765
216,741
402.515
t92,9S5
$767,036
t533.872
f6,154
t$540,026
t$l,038,473
tl31.137
Total $2,352,881
Surplus 165,389
Statistics :
Car miles 33.275.2SS
: $1,109,61(1
629,584
1 ,890,74 1
$765,348
$335,021
242,201
924.747
36.521
$1.53S,496
t773,14S
19,668
t$753,480
t$1 .041,601
1224,796
$1,266,397
512,917
2.543.237
244
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
Passengers:
Revenue 171,823,673 4,804,244 15,695,775
Free 944,923 84,936 133,475
Transfer 108,204,739 24,525,864 43,889,018
Total 280,082,335 29,415,034 59,718,268
Per cent transfer 62.63 12.79 21.65
Per Car-Mile: Cents Cents Cents
Car earnings 25.82 t-81 .36
Operating expenses 18.36 1.34 3.49
Net 7.46 t3.15 t3.13
Per Revenue Passenger:
Car earnings 5.00 0.00 t-01
Operating expenses 3.56 .36 .63
Net 1.44 t-36 t-64
* Contains no charge for dividends accrued on outstanding West and North
Chicago stock for the period subsequent to Sept. 1, 1903, when the modified
leases were adopted, except that part of the payments of Oct. 15 and Nov. 15
that applies to the period after Sept. 1.
t Decrease.
Thus on the side of increased public service rendered, the
court's administration makes a fine showing, and there is also a
public benefit in the half million dollars of increased wages paid
by the system as compared with 1902. Additional power, as
shown in the letter, has been secured, improving the service, at a
cost of $300,000. Under the receivership of late all earnings have
gone back into the property, improving tracks, making first pay-
ment on cars and the like.
CALL FOR MEMBERSHIP IN THE MANUFACTURERS' ASSO-
CIATION
R. W. Meade, of 621 Broadway, New York, secretary of the
manufacturers' committee of the American Street Railway Asso-
ciation, has just issued a circular which has been sent to all ex-
hibitors at the last convention at Saratoga. This circular explains
the purpose of the committee, suggests membership in the pro-
posed association and requests suggestions as to future work.
The circular follows:
"At an informal meeting of manufacturers of street railway ma-
terial, held at the Saratoga convention of the American Street
Railway Association, September, 1903, a committee of five was
appointed for the purpose of organizing an association of manu-
facturers whose province it would be to take care of the exhibits
at the annual conventions, thus relieving the association of that
duty, and to assume other functions naturally pertaining to such
a body if permanently organized. The contemplated change in
the policy of the American Street Railway Association in the
matter of selected sites for its conventions, under which the invi-
tation of the local street railway company is no longer essential,
makes the desirability of such an organization specially apparent
and affords an opening for the manufacturers themselves to take
charge of the exhibits, and to take over certain features of the
entertainment programme which have heretofore been in the
hands of the local street railway company as host, and which have
become somewhat burdensome.
"The committee thus appointed held a series of meetings,
adopted a name and plan for permanent organiation, all of which
was submitted to the executive committee of the American Street
Railway Association at its meeting held Feb. 29, in New York
City. The report was approved by the executive committee of
the American Street Railway Association, and a sub-committee
was appointed to act in connection with the manufacturers' com-
mittee. It is recognized that the best results can only be obtained
by working in complete harmony with the American Street Rail-
way Association, and no step has therefore been taken without
their approval.
"Having thus explained its inception and aims, the manufactur-
ers' committee of the American Street Railway Association now
solicits your membership and co-operation. At the forthcoming
convention at the St. Louis Exposition, on Oct. 12 and 13, there
will be no provision for exhibits, but an excellent opportunity
will be afforded by the exercise of other functions no less im-
portant to demonstrate the value to the association of this new
auxiliary and lay the foundation for permanent success.
"No rental of space for exhibits being included this year, the
membership dues have been fixed at $30, which amount, it is esti-
mated, will provide ample funds for the purpose of this year's
work and all necessary preparations for the convention of 1905.
An application for membership is herewith enclosed, which you
are requested to sign and return promptly in the enclosed stamped
and addressed envelope.
"Any further information desired will gladly be given, and the
committee will welcome any suggestions relating to the interests
of the manufacturers at these conventions."
INTERNATIONAL RAILWAY CONGRESS AT WASHINGTON
The programme of papers to be presented at the International
Railway Congress to be held in Washington May 3 to 13, 1905,
shows that the subject of electric traction is to be discussed. Those
assigned from the different countries are : America, W. D. Young,
electrical engineer, Baltimore & Ohio Railroad, Baltimore, Md. ;
France, Paul Du Bois, engineer of the Central Service Motive
Power of the Orleans Railway, Paris ; Great Britain and Belgium,
Ernest Gerard, chief of the cabinet of the Belgian Minister of
Railways, Brussels ; Other Countries, Victor Tremontani, chief
inspector of the Electrical Section of the Mediterranean Railway
of Italy, Milan.
The International Railway Congress is composed of prominent
officials of the steam railroad companies of different countries, and
held its last session in Paris in 1900. Permanent offices are main-
tained at 11 Rue de Louvain, Brussels, in charge of Secretary
Louis Weissenbruch. The chairman of the American section is
Stuyvesant Fish, and the headquarters are at 24 Park Place, New
York.
♦♦♦
MEXICAN ELECTRIC RAILWAY PROJECT
An electric railway is planned to be constructed between the
Rosa Amarilla mining property, located in the Autlan District,
State of Jalisco, Mexico, to Navidad, a port on the Pacific Coast.
The necessary energy to operate the system will be derived from
water power plants to be built along the Cirslapa and Santa Maria
Rivers. The cost of the construction and equipment of the road
is estimated at about three-quarters of a million dollars (gold).
Mr. M. D. Watson, who is primarily interested in the Rosa
Amarilla mines, is understood to have been completed the financial
arrangements. Surveys are already under way.
EXECUTIVE COMMITTEE MEETING OF OHIO INTERURBAN
ASSOCIATION
The members of the executive committee of the Ohio Interurban
Railway Association held their monthly meeting Aug. 5, and en-
joyed a delightful trip to Cedar Springs on the line of the Day-
ton & Western Railway. Howard W. Fravel, superintendent
of the Dayton & Western, acted as host, and the trip was made in
the company's private parlor car "A". An excellent dinner was
served at Cedar Springs Hotel, which is one of the finest park
hotels in Ohio, and after an enjoyable meal the members went
into executive session in one of the parlors of the hotel. It was
decided to postpone the meeting of the association scheduled for
September, this being done at the request of a number of managers
of lines which cater to fair business, which is at its height about
the date selected for the meeting. In consequence, the next meet-
ing of the Ohio Association will be held the last Thursday in
October, the place of meeting to be decided upon later. The com-
mittees appointed to look after various matters have not been idle
during the summer months, and one of the most important sub-
jects that will be discussed at the next meeting of the association
will be the adoption of a uniform book of rules governing the
operation of interurban cars. The committee appointed to formu-
late a set of rules has completed its work, and proofs of the pro-
posed book are in the hands of a printer, and will be forwarded to
the members of the association for their criticism, with a view to
adopting the standard rules at the next meeting.
A committee of three, composed of President Harrie P. Clegg,
Vice-President Edward C. Spring, and Member of the Executive
Committee F. J. J. Sloat was appointed to represent the associa-
tion at the annual convention of the American Street Railway As-
sociation at St. Louis in October.
A circular letter has been prepared by the executive committee
outlining the work that has been accomplished thus far by the
association, together with the work that will be taken up during
the next few months. The officers of the Ohio Association have
decided upon an aggressive policy for the winter campaign, and it
is intended that a number of important problems for the mutual
benefit of all interurban roads in the Central West shall be worked
as soon as possible. To this end J. H. Merrill, of Lima, Ohio,
secretary of the association, is making a determined effort to build
up the membership and secure the co-operation of all the com-
panies in this district. Managers of interurban properties in Ohio,
Michigan, Indiana, Kentucky and adjoining States, who are inter-
ested in a movement that promises to be of great benefit to all
concerned, are requested to correspond with Mr. Merrill before
the next meeting of the association, so that they may receive an
outline of the work proposed.
August 13, 1904.]
STREET RAILWAY JOURNAL.
245
ENGINEERING FIRM IN KANSAS CITY
An engineering firm has been organized under the name of
Cudworth, Axtell & Company, with headquarters at 616 Kansas
City Life Building, Kansas City, Mo., to do general engineering
work, but street railway engineering and development will be
made a specialty. Mr. Cudworth is well known in electrical en-
gineering circles, having been for three years connected with the
Manhattan Railway Company, of New York. He was originally
in charge of the foundation work of the Seventy-Fourth Street
Station, and after the completion of that station was placed in
charge of the construction of the subway conduits and of the
sub-station construction and equipment of the Manhattan Com-
pany. He severed his connection with the Manhattan Railway
in March, 1903, and became connected with Ford, Bacon & Davis,
and for that firm has had charge of the construction and equip-
ment of the Missouri River power station of the Metropolitan
St-eet Railway Company, of Kansas City. Mr. Cudworth has
contributed several articles to the columns of this paper. Mr.
Axtell is a native of Kansas City, and has an extensive experience
in steam railroad, water and sewer work. He will have charge
of the State and municipal engineering of the firm, while Mr.
Cudworth will take more direct charge of the railway work.
NEW HAVEN EMPLOYEES ACCEPT COMPANY'S PROPOSAL
The employees of the Consolidated Railway Company, of New
Haven, Conn., voted Aug. 7 to accept the proposition of the
company made in response to the demands of the men
for an increase in wages, recognition of the union, and
new regulations regarding extra men and pay for over-
time work. By the terms of the reply of the company, which
the men have accepted, all regular men who have worked a
year will receive 21 cents an hour, in place of 20 cents. The men
asked for 22V2 cents an hour. Men who have served less than a
year are to get 20^2 cents, instead of 20 cents, hereafter. Over-
time work is to be paid for at the rate of 25 cents an hour. This
applies to extra men, as well as old employees, and is considered a
concession, although the men asked for 30 cents an hour. The
request for recognition of the union was refused.
NICARAGUAN ELECTRIC RAILWAY PROJECT
Considerable equipment, etc., will shortly be purchased in this
market to be used in the construction of electric lines in Nicara-
gua, Central America. A strong group of Pittsburgers
are primarily interested in the scheme. The United States
& Nicaragua Company was recently incorporated under
the laws of the State of Maine, with a capital of $1,000,-
000, for the purpose of taking over the concessions granted
to James Deitrick, of the Nicaraguan Government. M. K.
Salsbury, a prominent Pittsburg capitalist, is president of
the concern. William L. Abbott, president of the Iron City
Trust Company, is vice-president. William M. Rees, of James
Rees & Sons Company, is secretary and treasurer. Two
subsidiary companies have just been formed, viz.: the Great Cen-
tral Railway Company, capital, $10,000,000, and the American
Mining Company, capital, $15,000,000. Robert Pitcairn, as-
sistant to the president of the Pennsylvania Railroad, is president
of the first-named company: Alexander R. Peacock, one of
the Carnegie partners, is vice-president, and Mr. Rees is secretary
and treasurer. The American Mining Company's head executive
officer is Thomas B. Riter, of the Riter-Conley Company.
Mr. Salsbury is vice-president, while Mr. Rees is secretary and
treasurer. James Deitrick is managing director of all three
companies. The Great Central Railway will build several elec-
tric lines running from the Coco River in Northern Nicaragua,
several miles into the interior, where the American Mining Com-
pany is to conduct very extensive mining operations. Some idea
of the vastness of the enterprise, the necessary capital for which
is all assured, will be appreciated when it is stated that the min-
ing concessions cover practically all Northern Nicaragua from the
Atlantic to Pacific Coasts, and represent an area 40,000,000
acres in extent. The Central Company plans to build some 200
miles of steam road from the head of navigation on the Coco
River to the Pacific Coast. A number of spurs will be constructed
to the American Mining Company's mines. These spurs will be
all electrically operated. There is said to be an abundance of
water power in the territory. It is estimated that fully $3,000,000
will be extended in electrical equipment, etc. The various com-
panies, whose headquarters are in the Farmers' Bank Building,
Pittsburg, Pa., have taken offices in the Park Row Building, New
York, with a view to facilitate the placing of contracts for mate-
rial, etc. Mr. Deitrick is in charge. He will remain here until
October.
HONORARY DEGREES IN ENGINEERING
The editorial in the Street Railway Journal for July 16, en-
titled the "Engineer Gets Left," has attracted wide attention in
the scientific press. A correspondent in "Science," for July 29,
has the following to say:
"For several years our technical press have called attention after
each commencement season to the disproportionately small num-
ber of engineers among those whose attainments receive the sanc-
tion of academic approval in the form of honorary degrees. The
Street Railway Journal, the exponent in America of the most
progressive branch of electrical engineering, calls attention to
this unsatisfactory state of affairs in its issue of July 16.
"The value of education is to a very great extent realized in
service, and there is no better indication of true appreciation of the
ends of education on the part of our institutions which are devoted
mainly to the beginnings of it, than the conferring of honorary de-
grees wisely. Our universities, to the extent that they stand for
research, have an end in themselves, and academic honors are
promptly bestowed upon those who contribute to the advance-
ment of learning. Our colleges and technical schools, on the other
hand, are devoted almost exclusively to teaching, and they have no
end in themselves. No college teacher can draw much inspira-
tion from the meager attainments of his untried graduates. The
fruit of his labor is extra-academic, and the effectiveness of his
labor depends upon his being sufficiently a man of the world to
know these fruits and to draw his inspiration from them. If the
granting of honorary degrees by our colleges to men outside of
academic life has any reason to be, and surely it has, it is because
such academic recognition is an expressiV-i of appreciation on the
part of the personnel of the college of the things in which alone
the results of their labors take on the garb of reality. As an
expression of this kind of appreciation the function of the college
in the granting of honorary degrees contributes vastly more to
the credit of the college when wisely performed than to the sum
of honor that rests upon those who do the world's work and carry
its heavy dignities.
"Quite the most absurd notion respecting this conferring of
honorary degrees is the more or less confused idea of many a
circumscribed academician that it is the making rather than the
marking of a distinction ; and growing out of this pitifully foolish
idea is the exaggerated dread of the prostitution of this really
vital function of our academic institutions.
"It is a general impression, and perhaps it is true, that the num-
ber of engineers is disproportionately small among those who, at
each commencement season, receive honorary degrees. If it is
true, it is to be hoped that some of our larger schools of engineer-
ing may consider it. In any case it would be appropriate for our
Society for the Promotion of Engineering Education to look into
the matter."
♦♦♦
INTERURBAN'S RIGHT IN INDIANA PUBLIC STREETS
It is apparent that every phase of the question involving the
right of interurban lines to use public highways in Indiana will
be tested in the courts, and additional legislation will probably
result from the agitation. The latest move upon the part of a
steam railroad in its opposition to electric lines is an injunction
suit by the Pennsylvania Railroad Company to prevent the In-
dianapolis & Cincinnati Traction Company from crossing the
railroad tracks in Morgan Street, in Rushville. The complaint
alleges that as the interurban company is incorporated as a road
for the carrying of passengers and freight from one place to an-
other, it enters directly into competition with the steam roads,
and is not entitled or allowed, under the law, to use a highway
as a right of way, because such use is inconsistent with the ease-
ment on any street or highway. It is further averred that before
the interurban company could ask for a right of way across the
Pennsylvania tracks it should have been assessed and paid dam-
ages to the railroad company. It is also charged that the inter-
urban company in question has adopted new method of electric
power which will give it great speed, and will run night and day,
with no provision for safety, and that it will be of great danger
to passengers and employees of the plaintiff.
It is agreed by lawyers and interurban men that the settlement
of this question may have far-reaching effects on the electric trac-
tion business in Indiana, and if the law is not adequate to deal
with such cases the incoming Legislature will make it so. The
citizens of Rushville are in sympathy with the interurban line,
and while the suit may retard the construction of the crossing for
a time, they feel quite sure it will be made in due time.
246
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 7.
THE TOLEDO, BOWLING GREEN & SOUTHERN LEASED
The Toledo, Bowling Green & Southern Traction Company,
operating an interurban line from Toledo to Findlay, with the city
lines and lighting plant in Findlay, has been leased to the Toledo
Urban & Interurban Company. The lease is on a basis of a slid-
ing scale guaranteed dividend on the stock of the company.
The Toledo Urban & Interurban Company was incorporated
several months ago with $10,000 capital stock. This has since been
increased to $1,000,000, and it is proposed to authorize a bond
issue of $1,000,000. The new company will take possession of the
road about Jan. 1. It will pay the floating debt of the company,
and will probably make some extensions.
The Toledo Urban & Interurban Railway has under construction
a line from Toledo to Perrysburg, which will provide a shorter en-
trance to Toledo for the cars of the Toledo, Bowling Green &
Southern, which now operate over the tracks of the Maumee
Valley Railway & Light Company from Perrysburg to the Toledo
city limits. The new route will shorten the time between Toledo
and Findlay to two hours in place of three hours and ten minutes,
as at present. The new company has a private right of way into
Toledo for a distance of 2^ miles. Last week it completed a
traffic arrangement with the Toledo Railway & Light Company,
whereby cars will operate to the center of the city by the way of
the South Street and Broadway lines of that company. The ar-
rangement provides that the interurban company collects the city
fare and pays the city company three cents for each passenger
brought into the city. The Interurban Company is building an
extensive bridge across the Maumee River, and it is planning to
build an expensive overgrade bridge over the tracks of three steam
lines at East Toledo. This will be one of the largest structures of
the kind ever built.
*♦♦
ELECTRIC TRACTION FOR MONTEREY a
The Monterey Electric Street Railway, Light & Power Com-
pany, Limited, which was incorporated last week under the laws
of the State of New Jersey, by Philadelphia capitalists, has this
week acquired the existing horse car lines and the Mackin & Dil-
lon concession in and around Monterey, the Pittsburg of, and one
of the principal cities in, Mexico, and will commence practically
immediately to electrically convert the lines, which will entail
an expenditure of between $1,500,000 and $2,000,000, gold.
Edward F. Walker, whose offices are in the Drexel Building,
Philadelphia, is now on his way from the southern republic,
where he has just concluded negotiations for the acquisition of
the properties on behalf of the company. About $500,000 gold
is understood to have changed hands in the various transac-
tions. The Ferrocarriles de Monterey y Topo-Chico have been
purchased. This concern was formerly controlled by the Slayden
family, the president being ex-Congressman S. W. Slayden. of
the financial house of S. W. Slayden & Company, of 50 Broad-
way, New York. The system is 15 miles long. It runs from
Monterey to Topo-Chico. Included in the purchase of the Slay-
den system is a long lease of the park, baths and pavilion at Topo-
Chico Springs. A hotel of large size will be built by the new
interests, the bath house accommodations will be enlarged, new
pavilions will be constructed and other up-to-date improvements
will be brought about.
The Ferrocarriles Urbano de Monterey "Empresa Mexicana,"
S. A., has also been bought. This system's operations are at
present confined to Monterey itself. F. Belden, the presi-
dent of one of the big British-Mexican financial institutions, was
the prime factor in the Empresa Company. The road is about
T4 miles in length. The concession held by the American con-
tracting firm of Mackin & Dillon, of Monterey, which as pre-
viously stated has passed into the control of the new company,
permits of the construction of some 15 miles of line in the city
proper and to one of the principal suburbs. The Monterey Elec-
tric Street Railway Light & Power Company expects to construct,
in the first instance, some 25 miles of lines, but. ultimately, it
intends to build and operate fully double that mileage.
While it is not yet definitely determined upon, it can be
said that there is an extreme probability of Mackin & Dillon
securing the contract for the construction of the new system.
George D. Howell, of Philadelphia, is now in Monterey for the
purpose of preparing the specifications, etc. C. W. Reece, of
Philadelphia, is also on the spot. It is anticipated that part
of the new system will be in operation by March next.
+++
The Scioto Valley Traction Company, of Columbus, Ohio, has
established permanent schedule, with hourly headway between
Columbus and Lancaster.
EXTENSIONS IN WEST CHESTER, PA.
In a short news item which appeared in the last issue, a con-
fusion was made between the West Chester Street Railway Com-
pany, of West Chester, Pa., and the West Chester, Kennett & Wil-
mington Railway, of the same place, and which was recently
placed in the hands of a receiver. The West Chester Street Rail-
way Company is in a very prosperous condition, and this is the
company which is making the extensions mentioned.
The West Chester Street Railway Company owns the street
railway lines in West Chester, Coatesville and Downingtown, and
the lighting plants at Coatesville and Downingtown, and is now
completing its extension from Lenape on the Western & Northern
Railroad to Kennett, and a power plant at Lenape.
♦♦♦
OHIOANS INTERESTED IN UTAH PROJECT
Barney Mahler, one of the leading members of the Everett-
Moore syndicate, together with Salt Lake, Utah, capitalists, will
build an electric railway from Ogden, Utah, through Salt Lake
City to Payson. The Utah people interested are Senator Smoot,
Jesse Knight, C. E. Loose, George Havercamp and. S. R. Thur-
man. The section of the road between Salt Lake City and Payson,
a distance of 60 miles, will be built first. Some of the larger towns
between these points are Lehigh, American, Pleasant Grove, Provo
City, Springville, Spanish Fort and Payson. Salt Lake City has
55,000 inhabitants ; Provo City, 6,500 ; Springville, 3,400, and the
other towns about 3,000. Ogden is 37 miles from Salt Lake City,
and has a population of 16,500, and is a great railroad center.
Eighty per cent of the population of Utah lies in this valley, one
of the most fertile in the country, and considered one of the best
traction fields undeveloped. Very liberal franchises have been
obtained in the towns, some of them being for 100 years. One of
the features of the proposition is the plan to erect a large power
station at a large coal-mining property some distance from the
line, which will be acquired by the company. The organization of
the company is now being worked out.
WESTINGHOUSE COMPANY GETS NEW YORK, NEW HAVEN
& HARTFORD TURBINE CONTRACT
The New York, New Haven & Hartford Railroad Company has
closed a contract with the Westinghouse Company for two 1000-
hp Parsons turbines, to be installed in the Warren power house of
the railroad, from which the Warren & Bristol electric line is
operated. The power house at Warrtn is to be enlarged to ac-
commodate the new units.
♦♦♦
WESTINGHOUSE BUREAU OF STANDARDS
The Westinghouse Electric & Manufacturing Company has
established at its East Pittsburg works a department of stand-
ards which is at the service of all purchasers of its measuring in-
struments. As ordinarily sold, all direct connection between the
manufacturer of electrical instruments and the instruments them-
selves ceases when they are shipped to their purchasers. With
the Westinghouse plan an active interest is maintained in the
instruments for the entire period covered by the period of free
calibration (five years), and at intervals of greater or less fre-
quency during this time the manufacturer reassumes a respon-
sibility for the accuracy of the instrument by checking its per-
formance and certifying to its accuracy.
To encourage periodical checking, the Westinghouse Company
guarantees that there shall be no delay in the examination of in-
struments by its department of standards, and that they shall be
promptly checked and restored to their owners. Unless repairs
are necessary, there will thus only be a very few days in which
the owner will be deprived of the use of his standards, and it will
ordinarily be possible for him to send them away and get them
back without any inconvenience because of their absence.
In addition to the benefits derived from having instruments
checked continuously by the same standardizing department, there
is a general advantage in having the same service as nearly uni-
versal as possible, particularly if that service gives a higher degree
of security in the trueness of electrical measurements than can
be gained by patronizing various establishments. It must be
acknowledged that if perfect instruments could be furnished to all
users and their accuracy maintained continuously by reference to
a single set of standards of undoubted reliability, an ideal con-
dition would prevail uniformly throughout the electrical field. It
is this condition that the Westinghouse Electric & Manufacturing
Company is endeavoring to produce so far as perfection may be .
attained under commercial conditions.
August 13, 1904.] STREET RAILWAY JOURNAL. 247
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED JULY 20, 1904
765.660. Tongue Switch; Edward B. Entwistle, Johnstown,
Pa. App. filed May 28, 19x13. Relates to means for holding
down the movable point or tongue to its seat.
765.661. Railway Track Structure; George M. Ervin, Johns-
town, Pa. App. filed March 18, 1903. Provides means for fast-
ening in place the renewable wear portions or plates, so that the
plates may be readily removed and replaced.
765.662. Tongue Switch; George M. Ervin, Johnstown, Pa.
App. filed April 2, 1903. Relates to the bearing for the tongue
pin or pivot.
765.663. Plate Fastening for Railway Track Structures;
George M. Ervin, Johnstown, Pa. App. filed Oct. 22, 1903. A
hollow, link-shaped key of spring material is driven between two
parallel walls and being compressed binds the parts together.
765,669. Tongue Switch; Patrick Lavelle, Johnstown, Pa.
App. filed Oct. 22, 1903. Relates to the bearing for the bed por-
tion of the tongue in the body portion of the tongue switch
structure.
765,718. Railway Switch; Robert S. Sheeley, Galesburg, 111.
App. filed Jan. 2, 1904. Aims to prevent accidents. Mechanism
connected with the ordinary switching apparatus is operated by
the weight of a train to positively close the switch in case it is
left open.
765.742. Track Sander for Motor Cars; William Lintern, West-
park, Ohio. App. filed Dec. 23, 1903. A push button in the
controller handle operates a valve in a compressed air pipe which
connects with and operates a sand trap.
765.743. Means for Operating Pneumatic Valves; William
Lintern, Westpark, Ohio. App. filed March 28, 1904. See
patent 765,742.
765,764. Street Railway Rail; Wilhelm Bertling, Berlin, Ger-
many. App. filed April 29, 1903. The rail is made up of an
upper and a lower part bolted together.
765,781. Device for Removing Sleet, Ice, etc., from Electrical
Conductors; Don M. Miles, Aurora, 111. App. filed Nov. 19, 1903.
A circular plate is mounted so as to rotate about a vertical axis
in spring-pressed contact with the third rail or conductor.
765,797. Railroad; Alexander J. Smithson, Portland, Ore.
App. filed Oct. 21, 1903. A double-headed reversible rail.
PATENT NO. 765,661
765,813. Car Fender; Fred E. Caton, San Jose, Cal. App.
filed Oct. 27, 1903. Comprises an apron or scoop and a net frame
which acts as a trigger to release the apron. Invention relates to
means for supporting the apron.
765,850. Trolley; Walter O. Miller, Louisville, Ky. App. filed
Feb. 10, 1903. The trolley wheel is supported in a head which is
in turn pivotally mounted in the end of the pole. The axis of the
wheel support is transverse to the axis of the wheel.
765,852. Trolley; Jacob M. Olinger, Vienna Crossroads, Ohio.
App. filed May 12, 1904. Relates to the mounting and centering
of the wheel upon the journal pin.
765,917. Hanger for Overhead Conductors; Sidney H. Coch-
ran and Austin E. Anderson, Lynchburg, Va. App. filed March
24, 1904. The hanger is so constructed as to provide a straight
under-run for the trolley wheel, thereby preventing sliding move-
ment of the wire in the hanger.
765,974. Trolley Wire Clip; Albert E. Haladay, New Haven,
Conn. App. filed Dec. 30, 1903. A compression clip made in
two halves, each half having a gripping flange for the trolley wire
and devices for locking the halves together when in place.
765,979. Vehicle Lighting Apparatus; John A. Little, St.
Louis, Mo. App. filed Nov. 9, 1903. Relates to the manner of
mounting and supporting a train of gearing for driving a dynamo.
765,989. Car Truck; Edgar Peckham, Kingston, N. Y. App.
filed April 8, 1902. Especially adapted for high-speed service on
a roadbed having sharp curves, and where it is desired to use
long cars which are comparatively narrow.
766,048. Car Body Stake; Arthur Lipschutz, St. Louis, Mo.
App. filed May 13, 1904. Relates to a stake which is of trough
shape in transverse section and on the surface of which is a rib
of less width than the width of the trough.
766,102. Frictional Spring Dampener; Edward Denegre, Chi-
cago, 111. App. filed Dec. 5, 1903. Provides a frictional spring
dampener which, while arranged to co-operate with, is indepen-
dent of and disassociated from the springs themselves.
766,113. Side Bearing for Street Cars; John E. Norwood, Bal-
timore, Md. App. filed April 14, 1902. Details of a bearing of
the roller type applied to a "Brill" truck.
UNITED STATES PATENTS ISSUED AUG. 2, 1904
766,177. Trolley; Orin Funkhouser, New Brighton, Pa. App.
filed June 23, 1903. Upwardly-extending arms pivoted upon the
trolley harp, having small wheels journaled in their upper ends
and to- the lower ends of which are secured the trolley rope,
whereby the arms may be disengaged from their normal position
so that the trolley wheel may be reversed.
766,195. Wheel Fender; Johann Ortner, Cleveland, Ohio. App.
filed Nov. 7, 1903. The fender is pivoted to the frame of the car
and has an arm extending behind the pivot, and a weighted lever
fulcrumed at its rear end on the car and connected to the arm,
and acting to lower the arm and lift the front end of the fender.
766,327 Controller; Fred B. Corey, Schenectady, N. Y. App.
filed Feb. 4, 1903. Comprises a reversing switch having a plu-
rality of semi-cylindrical members mounted so as to embrace the
operating shaft of the reversing switch, each of said semi-cylindri-
cal units being made up of insulating material molded into the
proper shape, having the connecting members of the contact
segments molded into the insulating material.
766,335. Electric Railway; Philip Farnsworth, Schenectady, N.
Y. App. filed Feb. 21, 1901. The conductor which supplied cur-
rent to the car motors is divided into sections normally discon-
nected from the feeder, but which are adapted to be connected
thereto by electro-magnetic switches as the car proceeds along the
way. The novelty consists in employing electro-magnetic means
for positively opening the switches which connect the conductor
sections with the feeder, so they cannot remain closed by residual
magnetism or leakage currents, or become accidentally closed
thereby.
766,348. Undercarriage for Tram or Railway Car or Wagons;
Peter Herbert. North Sidney, New South Wales, Australia.
App. filed Oct. 7, 1903. Consists of a skeleton turntable upon
which the under frame rests, anti-friction bearing rollers between
the turntable and the under frame, peripheral rollers around the
turntable and anti-friction supporting roller below the turn-
table and axletree and wheels carried by the turntable and sup-
porting it.
766,351. Reversing Switch; George H. Hill, Schenectady, N.
Y. App. filed March 11, 1903. Consists of a reversing switch
cylinder built up of a plurality of identical units, each unit com-
prising a disk of molded insulating material, having an opening
through which the shaft upon which the unit is mounted is
adapted to pass, and carrying a pair of conducting elements em-
bedded in the insulating material, each conducting element carry-
ing a contact segment, which may be replaceable.
766,378. Hand Strap for Cars; Joseph S. Paxton, New York.
App. filed Oct. 10, 1903. A panel for the reception of advertis-
ing matter is interposed between the upper part of the strap,
which is adapted for attachment of a support, and the lower part
which is adapted to be grasped by the hand.
766,381 Electric Railway and Controlling Device Therefor;
William B. Potter, Schenectady, N. Y. App. filed March 3, 1898.
Means for returning to the distributing system of an electric rail-
way the energy absorbed by the application of the brakes, con-
sisting in connecting motor armatures in series when it is desired
to return energy, so that their electro-motive forces act to sup-
ply current to the line at a voltage in excess of that impressed
thereon by the main generator. It also consists in converging
the ordinary motors actually employed for traction work into
separately excited generators when it is desired that they should
return energy. Their voltage is thus made independent of their
out-put.
248
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 7.
766,399. Current-Collecting Device for Electric Railway Sys-
tems; Abraham A. Shobe and William Embley, Jerseyville, 111.
App. filed Sep. 26, 1903. Provides a current collector for an un-
derground conductor in which the movable conducting members
are held at all times firmly in engagement with the stationary
conductors without regard to irregularities in the road bed or
variations in position of the conductors.
766,428. Car Fender; Franz Csanitz, Vienna, Austria-Hungary.
App. filed March 26, 1904. Details of construction.
766,625. Third Rail System; Thomas Jenkins, New York, N.
Y. App. filed April 6, 1904. Provides a protecting cover for the
rail and a support for the contact-shoe, which will permit the
shoe to be moved into and out of the cover and co-act with the
rail.
766,650. Electric Trolley; George Ondo, Delancey, Pa. App.
filed March 10, 1904. Details.
766,692. Hanger Cut Out for Trolley Wires; Geo. Hall, Man-
chester, England. Details.
PERSONAL MENTION
MR. CALVIN W. RICE was married on Aug. 6, at Winchester,
Mass., to Miss Ellen M. Weibezahn.
MR. C. A. GILLES, assistant treasurer of the San Juan Light
& Transit Company, of San Juan, Porto Rico, which is controlled
by J. G. White & Co., is now on a visit to the States.
MR. JOHN MILLIGAN has been appointed superintendent of
transportation of the Dayton, Springfield & Urbana Railway, with
headquarters at Springfield, Ohio. He has been with the company
for several years, starting as a conductor.
MR. T. H. BOYD, for several years superintendent of the car
repair and paint shops of the Knoxville Traction Company, of
Knoxville, Tenn., has been promoted to be master mechanic of the
traction company. Mr. Boyd has been with the traction company
since October, 1895.
HERR BARON WOLFGANG FERSTEL, building adviser
(Baurat) of the Austro-Hungarian Railway Ministry in Vienna,
has been appointed delegate of the Vienna Elektrotechnischer
Verein to the International Elctrical Congress to be held at St.
Louis in September.
MR. A. W. McLIMONT, who superintended the construction
of the Lima-Chorillos Electric Traction System, which Peruvian
road — the first of its kind in that part of the world — was de-
scribed in the Street Railway journal, June 4, will arrive in
New York next week.
MR. C. M. RENTHER has resigned from the electric depart-
ment of the J. G. Brill Company to become chief electrician and
master mechanic of the Camden (N. J.) & Trenton Railway Com-
pany. He succeeds Mr. John Hyde, who resigned to take up the
electrical contracting business.
MR. GEORGE H. BINKLEY, engineer of the railway de-
partment of Kohler Brothers, Chicago, has resigned to take the
management of the business of the Hadley Derrick Company, In-
dianapolis. This is a new concern which will make a new portable
derrick for agricultural and railway purposes. Mr. Binkley's office
will be in the Talbott building. Indianapolis.
MR. ELLIS BARTHOLOMEW, of Toledo, has resigned as
president and director of the Toledo, Columbus, Springfield & Cin-
cinnati Railway Company, and Mr. E. C. Schinness has been
elected in his place. Mr. Bartholomew was the original promoter
of the company, which proposes to build a line from Toledo
to Columbus and Cincinnati.
MR. W. S. CHESLEY, who has been selling steam and elec-
tric machinery for several years, and who was until recently con-
nected with the foreign department of the Westinghouse Electric
& Manufacturing Company, is now with the Power & Mining
Machinery Company, the latter company being the successors of
the Loomis-Pettibone Gas Machinery Company and the Holt-
hoff Mining Machinery Company.
MR. F. S. SAGE has resigned his position as auditor of the
Indiana Union Traction Company, and that office has been abol-
ished, the duties being assumed by the comptroller. During his
connection with the company, Mr. Sage introduced many import-
ant improvements in the accounting department, and when he re-
signed he was the recipient of many high commendations for his
services by the officers of the company.
MR. E. H. McHENRY, fourth vice-president of the New
York, New Haven & Hartford Railroad Company, has been
elected first vice-president of the Consolidated Railway Com-
pany, the organization into which the electric street railway prop-
erties in Connecticut owned by the New Haven road have re-
cently been merged. Mr. McHenry was formerly chief engineer
of the Canadian Pacific Railroad, and now has charge of all of the
electric railway divisions of the New Haven road.
MR. CYRUS ROBINSON, vice-president of the Power &
Mining Machinery Company, New York, has recently returned
from Europe. While there Mr. Robinson took the opportunity
to carefully investigate the recent excellent practice upon the
Continent and elsewhere in the gas producer and gas engine field,
with a view of furthering the interests of the American Crossley
gas engine, of which his company are the American manufac-
turers.
MR. W. W. HERRICK, of Cleveland, claim adjuster for the
American Steel & Wire Company, died in Cleveland last week.
For five years, from 1895 to 1900, Mr. Herrick was in charge of
the claim department of the Cleveland Electric Railway, which de-
partment he organized and brought up to a high state of efficiency.
During his connection with the American Steel & Wire Company,
Mr. Herrick was instrumental in bringing about the worthy bene-
ficial and pension system now in vogue for the relief of employees
of that Company.
MR. G. R. MITCHELL, of Bradford, Pa., has succeeded Mr.
J. A. Barry as general manager of the New Jersey & Pennsylvania
Traction Company's lines, with headquarters in this city. Mr.
Mitchell has had considerable experience in the electric railway
field, dating back to the old Thomson-Houston days, when he was
an electrical engineer. He has been connected with the Bradforu-
Rock City-Olean line for some time past. Upon the eve of his
departure from Bradford the employees of the road presented him
with a handsome gold watch and chain. Mr. Barry, it will be re-
membered, becomes connected with the Indiana Northern Trac-
tion Company.
MR. J. A. BARRY, the retiring general manager of the New
Jersey & Pennsylvania Traction Company, of Trenton, N. J., was
recently presented with a magnificent watch charm, containing the
emblems of the Masonic order upon one side, and cross of rubies
surmounted by a crown of diamonds upon the other, by the em-
ployees of the company. Mr. Frank S. Katzenbach, Mayor of
Trenton, made the presentation speech. Mr. Barry's acknowledge-
ment was heartily received. Mr. Jilson J. Coleman, president of
the Indiana Northern Traction Company, of which Mr. Barry is to
be general manager, made a speech in which he stated his reasons
for tendering Mr. Barry the position in Indiana.
MR. CHARLES REMELIUS, formerly of the St. Louis
Transit Company, has been appointed master mechanic of surface
divisions of the Brooklyn Rapid Transit Company, succeeding
Mr. A. J. Wilson, who recently resigned, owing to ill health.
Mr. Remelius has had a long and thorough experience in street
railway mechanical work. He began with the Cleveland City Rail-
way nearly sixteen years ago when its lines were changed from
horse to electric traction. He left Cleveland in the early nineties
to go to Detroit with the Johnson interests. Since this he has
held the position o'f chief engineer and master mechanic of the
Indianapolis Traction & Terminal Company, and later was con-
nected with the St. Louis Transit Company. Mr. Remelius will,
in his new work, have charge of the mechanical department of sur-
face lines only, this change involving a new departure of the com-
pany; the work of both the surface and elevated divisions was
formerly carried on together, but hereafter will be separated, Mr.
William G. Gove, assistant mechanical engineer, having assumed
direct charge of the work upon the elevated divisions.
THE DIRECTORS OF THE BOSTON & WORCESTER
STREET RAILWAY COMPANY had as guests on an inspec-
tion of the company's property, Aug. 3, H. H. Vreeland, president
of the New York City Railway Company, of New Yorkf F. S.
Gannon, vice-president of that company : Frank Hedley, general
superintendent of the Interborongh Rapid Transit Company, of
New York ; Henry Sanderson, president of the New York Trans-
oortation Company ; A. T. Potter, vice-president of the Rhode
Island Company; R. J.Todd, general manager of the Rhode Island
Company ; C. S. Sergeant, vice-president of the Boston Elevated
Railway Company ; Frederick A. Huntress, general manager of the
Worcester Consolidated Street Railway Company, and Charles C.
Pierce of the General Electric Company. The roadbed, overhead
work, signal system, power house and car shops were all inspected,
and the visitors congratulated President William M. Butler and
Mr. James F. Shaw upon the excellent appearance of the prop-
erty. Messrs. Vreeland, Gannon, Hedley and other members of
the party are making a study of street railway conditions in New
England. They recently went over the system of the Boston Ele-
vated Company.
; u- AUG221904 S.
^ Tent off^
Street Railway Journal
Vol. XXIV.
NEW YORK, SATURDAY, AUGUST 20, 1904.
No. 8
Published Every Saturday by the
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Durable Interior Finish
A matter to which every company which is constructing new
cars can afford to give much serious attention is the durability
of the interior finishes of cars. While passengers judge of a
road somewhat by the exterior appearance of cars, the interior
finish has much more influence. Furthermore, it is usually
much easier to make the outside of a car look like new than
the inside. To freshen up the interior of a car is a difficult
task, and it is very desirable to select at the outset some plain
and durable style of interior finish which can be freshened up
from year to year if necessary. Interior finish should receive
more attention than it has in the past. The present tendency
toward simplicity of interior finish is in the right direction, as
it is conducive to the maintenance of the interior of a car in
good condition.
Clean Rides in Hot Weather
This is the season of the year when the traveler most appre-
ciates the superiority of interurban electric service over steam
railroad service, for it is the season during which the smoke
and dirt which accompanies the average steam railroad train
is most offensive. In a journey on a steam railroad in such
weather the passenger is in a constant dilemma between leav-
ing the windows open and taking the dirt, or closing them and
submitting to unbearable heat. Where the time between ter-
minals compares as favorably with steam railroad time as it
does now on a number of interurban roads giving limited ser-
vice, there is no room for a question as to which the public will
prefer, nor is there any question but that the very existence of
such limited service will create traffic. It is for the interurban
manager to see that its passengers are carried in every way as
comfortably as possible. Although sprinkling is not common
on interurban roads of the more recent type which do not fol-
low the highway, nor is it usually necessary, it is certainly
money well spent on that class of suburban and interurban
roads which follow the highway and pass through small towns
at frequent intervals. An electric train of one car usually
leaves its dust behind it, and in this way has an advantage over
a long train, but if the speed is slow and the car is running
along a very dusty highway, there will be a decided need for
sprinkling.
Concrete Bus-Bar Compartments
In these days when bus-bar compartments of masonry are
in such common use owing to the frequency with which high-
tension electric current is employed in electric railway work,
the question of the material for such bus-bar compartments and
barriers becomes important. Heretofore bus-bar compartments
have been usually made of brick, but concrete has such advan-
tages for this work that it would not be strange were it to
largely take the place of brick in future construction work
around high-tension switchboards. Probably the most notable
example of its use in this county at present is in the great
power station of the Kansas City Railway & Light Company.
An inspection of the bus-bar compartments and barriers in this
station, which are made of concrete, cannot but impress one
with the better appearance of the concrete construction, to say
nothing of the fact that, if well constructed, it is more sub-
stantial. A concrete wall or barrier consists of one piece
where, if it were of brick work, it would consist of many pieces
held together by mortar of rather uncertain strength. While
thin brick walls, if placed indoors and located where there are
no strains upon them, may be fairly durable, the fact remains
that as usually constructed they are nowhere near as substantial
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
as well mixed concrete would be, and furthermore, they are
likely to be much more expensive to install than the concrete.
Concrete barriers can be made in sections, and forms for this
purpose can be provided which will permit of their very rapid
manufacture, the process consisting simply of mixing the con-
crete and tamping it into the form. Those parts of the con-
struction too heavy to be made in this way can, of course, be
constructed in place after the usual manner of concrete walls
and with a considerable saving in time over brick masonry,
which calls for more skilled labor than the concrete work.
Passenger Solicitors for Interurban Koads
The opportunities for creating new passenger business for
interurban roads are almost unlimited, and there are com-
paratively few interurbans worthy of the name but would find
it a profitable investment to maintain a man who could devote
his time exclusively to working up special excursion business.
On smaller roads the duties of passenger solicitor might be
combined with that of freight and express solicitor, but during
the summer months at least, a live solicitor working exclusively
after passenger business could make his position a remunerative
one for almost any road. At the present tune a great majority
of the roads in the Central West have passed through the con-
struction era and have arrived at the stage of development,
and they are awakening to the fact that the regular passenger
traffic that has been built up by reason of the frequent service
and low fares of the electrics does not represent the full possi-
bilities in the development of such roads. There are certain
classes of short-haul excursion business which the electric
lines are particularly adapted to handle. The excursion busi-
ness is profitable to a steam road only when it can attract large
numbers of people on a single train, but with an electric road
there is practically as much velvet in handling an extra car
load of people to this point to-day and another car load for
another point to-morrow as in handling a large crowd at once
to a single point.
The methods pursued by those roads which are catering to
special excursion business are numerous, and there are com-
paratively few roads but could turn nearly all these schemes
to their own advantage if the matter was given the personal
attention of some official who had the time to work them out.
Frequently it would be found of advantage to co-operate in
such work with connecting lines or other roads in a vicinity,
and we know of instances where two or more roads maintain a
passenger solicitor and divide the expense.
Mention has been made in these columns recently of several
Ohio roads that have formed baseball leagues among the towns
on their lines. Each town is represented by a club and regular
scheduled games are played. The roads do not attempt to sup-
port the clubs, but simply organize the movement, and in one
or two cases they have given the players free transportation.
If enough interest can be awakened, it is possible to run special
cars from one town to another or, if desired, the increased
traffic caused by the local pride in the home team can be handled
on regular cars.
In this issue will be found outlines of plans being worked out
by several other Ohio systems. One of these has organized a
county fair circuit, embracing all the principal towns on its
system as well as points on a connecting line. The road is
very likely to reap a rich harvest from its enterprise, as it will
not only handle the people to and from the various fairs, but
its freight receipts will be increased through handling horses
and the baggage of those who follow the circuit. A circuit of
street fairs is another scheme that has been worked out to ad-
vantage. Almost any town of a thousand or two inhabitants
will support an old-time country or street fair if some one is
enterprising enough to start the game, and the electric road
with its cheap rates and frequent service will practically in-
sure success to events of this kind if they are properly pushed
and advertised. In connection with advertising such events,
they should be brought to the attention of people in the neigh-
boring large cities, since many city people who formerly lived
in the country would be attracted if their interest was
awakened.
The roads at Dayton, Ohio, are operating special excursions
from all points to the Masonic, Knights of Pythias, Odd Fellows
and Soldiers' homes in these districts, and the "personally con-
ducted" feature has been added to good advantage. These
roads work in conjunction with one another on these excur-
sions and the results are proving very satisfactory.
The Lake Shore Electric Railway, of Cleveland, has long
maintained an excursion solicitor, who is constantly employed
working up picnics and pleasure trips for societies, Sunday
schools and other organizations.
Another road makes a specialty of working up family re-
unions. The solicitor goes to a prominent citizen, secures the
names of his relatives and near friends, corresponds with
them and gets up a reunion picnic. Sometimes they get a car-
load, sometimes more. Or it may be the party can be handled
on regular cars. The point is, the company's representative
furnishes the incentive.
The company that does not maintain or at least have some
connection with a summer park misses one greatest induce-
ments for excursion business, since, as has been outlined in
these columns many times, it is not only possible thereby to
work numerous excursions and picnics, but a great many roads
are enabled to make the excursion business profitable in winter
as well as summer by working up trolley parties and suppers,
dances, theater parties and skating carnivals.
The Technical Graduate
Among the important topics to be considered at the coming
convention of the New York Street Railway Association, to be
held at Utica in September, is one which should arouse dis-
cussion and prove fruitful in results. A paper will cover the
subject of the relation of the graduate of the technical school
to the business and profession of electric railway operation.
It would seem that this matter is timely, as the young men
from the colleges are being accepted for service in railway
work in increasing numbers. They are also coming to realize
more and more how attractive this field is for their activities.
The technical schools are introducing into their curricula those
subjects which fit young men for railway work in particular,
while at the same time laying stress upon the branches taught
for mental discipline and general culture. In addition, the
manufacturing and operating companies are taking a hand in
the educational side of the work by furnishing apparatus for
exhibition and demonstration in the colleges.
For many reasons the operating side of the electric railway
business has been the last to demand college-trained men. It
is well recognized by engineers and manufacturers that men
with training are most profitable for designing electrical ma-
chinery, for superintending its construction and for placing it
upon the market. It is only logical to carry this still further
and to suppose that this machinery can be operated with good
profit by men who have had the discipline of a thorough educa-
tion. The men who have brought the electric railway business
to its present successful condition have, as a rule, begun their
August 20, 1904.]
STREET RAILWAY JOURNAL.
careers with the horse and cable railways When the addition
of electric machinery to their equipment increased the possi-
bilities of their business they were quick to avail themselves
of the opportunity. They met the increased difficulties con-
nected with the improved facilities in a remarkably satisfactory
manner, calling to their aid the necessary technical assistants.
These successful leaders will soon desire to yield their places
to younger men who will not have had the benefit of participa-
tion in the gradual evolution of the industry. The young men
will come into a complicated business, which is becoming more
so every day with the adoption of higher speeds and more
elaborate machinery. They will need the best possible train-
ing for their future work, and undoubtedly a part of this must
be obtained in the technical school if economy of time and
energy are to be considered.
It is not to be expected of the technical schools that they
will teach business foresight and common sense except as the
necessity for acquiring these elements of manhood can be
pointed out by precept and example. For this reason some
time must elapse between the period at which the young man
leaves school and that at which he is ready for any considerable
responsibility. This time can be spent either in an apprentice-
ship course with manufacturing companies or in subordinate
positions with operating companies, but wherever spent the
motive must be the same — to cement together technical train-
ing and business sagacity.
Concerning Statistics
The practice of street railways in collecting and using statis-
tics varies widely in different parts of the country. Some
companies attach little value to figures outside the lump sums
of gross earnings, operating expenses, fixed charges, etc., while
others go to the pains of analyzing not only their own, but
other properties, through the gathering of figures based upon
units of output like the kw-hour and of transportation service
like the car and ton-mile and the car-hour.
Although the value of the gathering of statistics beyond the
simplest figures is in disrepute in more than one manager's
office to-day, there can be no reasonable doubt that the proper
use and collection of this kind of information is often worth
many times the cost of obtaining it, and that any fault in this
direction lies in the abuse of statistics rather than in the figures
themselves. There is a great deal of truth in the statement
that one never gets more out of mathematics than one puts in,
so that the value of calculated results depends as much upon
the data assumed as upon the accuracy of the process. As
little reason exists for condemning statistics wholesale as can
be found in calling a chisel worthless because its edge is dull.
On large systems the gathering of statistics generally falls to
the employees of the auditing department. If these employees
are ordinary clerks, possessed of little technical knowledge, it
goes without saying that certain phases of the company's work
are almost sure to be neglected. There must be closer harmony
between the auditing and mechanical departments before the
important problems of repair cost, depreciation and main-
tenance can be successfully analyzed. It is a question if it
would not be worth while to maintain a statistical department
on some of the larger systems for the purpose of gathering,
those figures which lie outside the sphere of every-day account-
ing. This work could be inaugurated by authorizing a single
employee with technical knowledge and a taste for figures to
devote his entire time to collecting and dissecting data upon
energy consumption, schedules, fuel supply, tests, traffic, acci-
dents, etc., upon a unit basis as well as in toto. Those who
have had occasion to quickly obtain figures of this kind from
an auditing department — occupied as it constantly is with
figures of total receipts and expenses — realize the convenience
it would be to be able to secure the desired information in a
few seconds by referring the matter to a specially organized
information department.
We understand that a department of statistics is in operation
upon the Lehigh Valley Railroad, and are acquainted with at
least two firms of engineers, each of which maintains such an
organization, independently of the auditing department and its
library. In each case the statistics department of the firm is
located at its home offices ; it handles all the receipts, expenses,
records of fuel consumption, traffic and energy output, move-
ment of rolling stock and business per capita, per mile of track,
etc., which are sent in monthly by the resident managers of
the different properties which it controls; it records these
figures in convenient form, and by plotting them diagrammati-
cally from month to month preserves a continuous history of
all the important physical and financial quantities which appear
in operation. The department also collates the statistical in-
formation in regard to outside roads, published in the tech-
nical press and elsewhere, and arranges it for instantaneous
reference. It is a matter of a very few minutes to secure
from this department almost any analysis of operation that one
desires, and the constant watch which the department keeps
upon the operation of the various properties controlled goes a
long way toward paying for the expenses of maintaining the
department itself. Some half dozen employees are required,
all told, for this work. Still another very important feature
of this particular organization is the handling of new proposi-
tions by the statistics department, which bases its preliminary
recommendations upon the gathered records and experiences
of its own and other companies.
The instance quoted would lead us into a discussion of the
pros and cons of centralized management if followed to its
logical conclusion, which is aside from our present purpose.
Enough has been said, however, to indicate that it might well
pay a large operating road to pursue the statistics question
further, even though it be done on a much smaller scale than
that of the two firms of engineers mentioned above. A great
deal of useful information can be obtained at the cost of a
couple of thousand dollars a year ; the card index offers a
ready solution of the filing problem, and a single active, alert
employee would be the means of keeping the executive and
operating officials in close touch with the concrete quantities
which make up the daily business of the electric railway.
Perhaps the greatest value of statistics lies in the power of
analysis which their pursuit confers. It is easy to see how any
abnormal expense or increase in business may be immediately
detected by the routine work of the statistician. Lessons drawn
from the different departments may be co-ordinated, and many
leaks in operation discovered by a persistent study of operating
figures. The legal profession of to-day bases its work upon a
great body of precedents which have been handed down from
generation to generation, and the time is coming when the
highest economy in the conduct of the transportation business
will depend in no small degree upon the accumulated experi-
ence of the past as recorded in the dissected statistics of
analyzed operation. The cost of gathering statistics on large
systems weighs but little against their potential value, and the
future will doubtless witness a notable expansion of this sort
of quantitative analysis.
252
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
THE RECONSTRUCTION IMPROVEMENTS IN EQUIPMENT OF
THE BROOKLYN ELEVATED CARS
In the preceding issue of this journal (page 222) was pre-
sented a description of the important reconstruction work
VIEW OF UNDER SIDE OF A TYPICAL RECONSTRUCTED ELEVATED CAR OF THE BROOKLYN RAPID
TRANSIT COMPANY, SHOWING METHOD OF FIREPROOFING OF WIRING AND UNDERFRAMING,
AND ALSO NEW ARRANGEMENT OF APPARATUS
which is under way upon the rolling
stock equipment of the elevated divi-
sions of the Brooklyn Rapid Transit
Company. This article supplements
the discussion of car body, platform
and truck reconstruction given there
by a detailed description of the im-
provements in electrical equipment
and the important fireproofing of
wiring, which were there omitted
owing to lack of space.
FIREPROOFING
One of the most important fea-
tures of the reconstruction work is
the elaborate provision being made
for the fireproofing of the underside
of the car body, and of all other
parts where any portion of the wir-
ing will be run. One of the most
serious troubles that has been ex-
perienced in heavy traction work has
been that resulting from fires caused
by the overheating of resistances,
crosses and short circuits in the
wiring, etc. The intention is to re-
duce the possibility of fire being
transmitted to the woodwork of the
car body from the destructive arcing
by covering all exposed portions of
the woodwork by suitable fireproof
sheathings, which will tend to remove the conditions
favorable to fires under such circumstances to the greatest
possible extent. The system of wiring has been en-
tirely redesigned, so as to make the wires as accessible as
possible and also reduce complications, in order to reduce the
liability of short circuits, etc. ; then by lining the entire under-
side of the car body with adequate fireproof covering, it is
thought that even in case of dangerous arcing, due to wire
troubles, the conditions favorable to the starting of a fire will
be reduced to a minimum.
The fireproofing is being
effected in the first place by
sheathing the entire under-
side of the car under-framing
by a covering of %-in. hard
maple flooring, and upon this
is fastened the fireproof
sheathing. The use of hard
maple in this connection is
important, as it is the least
inflammable of the different
kinds of wood commercially
available in this country. The
fireproof sheathing used is
the well-known transite
board, manufactured by the
H. W. Johns-Manville Com-
pany, New York, a composi-
tion based upon asbestos, but
which is much stronger me-
chanically than asbestos, and
is not subject to the difficulty
met with in that material of
absorbing moisture ; numer-
ous tests have been made
upon transite board in which
it has been found to with-
stand the high heat of re-
verberatory furnaces used
VIEW OF UNDER SIDE OF THE RECONSTRUCTED CAR FROM THE OPPOSITE END, SHOW-
ING FIREPROOFING COVERINGS FOR WIRE LEADS AND UNDERFRAMING
AND METHOD OF MOUNTING RESISTANCES
for the melting of wrought iron and steel. It is being ap-
plied to the cars in sheets in- thick, which are carefully
lapped so that no portion of the woodwork, is exposed below.
The transite board is fastened to the sheathing by nails, and,
August 20, 1904.]
as an additional precaution, each of
the nails are afterward carefully
tested electrically in order to see that
no possible contact is made with any
portion of the metal framing of the
car; in this manner no nail appearing
on the lower side of the transite board
will make possible a ground connec-
tion in case of accidental contact with
any part of the wiring.
The new arrangement of car wiring
to be used upon the majority of cars
under reconstruction is shown in the
accompanying car plan. This plan
applies specifically to those cars which
have the earlier design of Westing-
house electro-pneumatic multiple-unit
control ; the style of wiring which is
being used upon all new cars and
those formerly equipped with the
Sprague system of control, which are
now being equipped with the new
Westinghouse unit switch-group sys-
tem of control, will differ somewhat
from this arrangement, in that the
length of the group of leads which are
now carried from the resistances over
to the controller closet at one end of
the car is thereby considerably short-
ened and other features of the wiring-
details are correspondingly simplified.
The principal features of the new ar-
rangement of this wiring will be evi-
dent from an inspection of the draw-
ing. It may be noticed that the air-
pump governor is, in the new arrange-
ment, located beneath the car, which
further assists in keeping the wiring
beneath the fireproofing. The locations
of the cars' electrical equipment have
been slightly changed ; the battery
box, the Christensen air compressor
and resistances are now carefully ar-
ranged to simplify and shorten the
wiring as much as possible.
The actual fireproofing of the wir-
ing is provided by forms of the molded
electrobestos, specially molded by the
H. W. Johns-Manville Company,
which are provided to cover the wir-
ing after it is located in position.
Representative detail drawings of this
special molded conduit are presented
here to give an idea of the complete-
ness of the study that has been given
to this work; special forms are pro-
vided to take care of the wiring in
all of the necessary positions. Form
No. 161 covers the wiring to the re-
sistances at the sharp bend at one side
of the car ; forms No. 56 and 62 cover
these wires as they approach the re-
sistances ; other representative types
of this special work are also shown to
give an idea of their character.
An important piece of special work
is involved in the special metallic
chutes through which the motor wir-
ing is carried up into the controller
STREET RAILWAY JOURNAL. 253
254
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
closet; these are made of galvanized iron, carefully fitted
through the car floor and into the side of the closet, and
are lined with similar fireproofing for the reception of
wires. These were planned by J. L. Crouse, the representa-
tive of the Westinghouse Company, supervising the installation
of the electrical apparatus. As may be noted from the detail
drawing of the chutes, a side opening is made beneath the car
to receive the eight wires coming from the motors, while be-
No III
DETAILS OF THE SPECIAL MOULDED FORMS OF ELECTRO-
IS ESTOS USED FOR SUPPORTING THE WIRES BENEATH THE
CAR-BODY AND THEIR FIREPROOF INSULATION
neath this is another chute opening endwise to receive the
twelve leads from the resistances and other portions of the car.
This greatly simplifies the wiring and still preserves the much-
desired fireproof feature. It is in this connection that a no-
ticeable saving may be noted from the new arrangement pro-
vided for the location of the two motors on the car upon one
truck, the other truck operating as a trailer; in this case the
truck carrying two motors is located at the end of the car be-
neath the controller closet, and thus the motor leads which
would otherwise require to be carried to the opposite end of
the car, are rendered entirely unnecessary; the simplification
of wiring thereby secured is of great importance.
The work of fireproofing of the car wiring has also been
carried into the controller closet and the motorman's cab as
well as beneath the car. The controller closets are carefully
lined with the fireproofing board, so that almost no combina-
tion of destructive arcing can set fire to the woodwork. An
important feature has been introduced in connection with the
rearrangement of the wiring in the installation in the motor-
man's cab at one end of each car of a power and lighting
switchboard to control all the circuits used upon the entire car.
This is a very convenient feature, as it brings all of the
switches and fuses to one central point, where they may be
easily gotten at and attended to. Furthermore, the fire risk is
greatly reduced by centering all the wiring above the car floor
at this one point, where it may be easily and adequately fire-
proofed.
THE CAB SWITCHBOARD
The additional drawing which is presented to show this new
arrangement of the motorman's cab, shows also the arrange-
ment of the switchboard at the back of the cab, and also the
provisions for fireproofing. As may be noted, the switchboard
proper consists of a panel of Monson's slate 24 ins. high, 22
ins. wide and Ij4 his. thick, which is mounted within the
switchboard closet by a special frame work of angle-iron. This
angle-iron serves also to provide a metal guard at all sides to
prevent wires from coming in contact with the woodwork.
The door facing the switchboard is constructed of 3-16-in.
steel plate, and the door frame at the sides is heavily covered
by strips of transite. The space at the rear of the switchboard
is lined with transite board for further protection, although
no wires are carried to the rear of the switchboard, all con-
nections being made at the front. Thus, in event of a fuse
blowing, or even a possible short-circuit occurring at this
point, the metallic and transite board protection will render a
fire almost impossible. Similar precautions are made for the
fireproofing of the wiring connections to the master controller
in the cab, in the running of the wires to the controller through
iron piping. The other details of construction of the cab do
not, however, differ materially from former construction, the
principal change being that of providing for the switchboard.
The importance of the switchboard as used in this connec-
tion makes its illustration of interest. The accompanying
drawing shows the arrangement of switchboard and fuses to
provide for all the circuits used in the car. As may be noted,
the current supplied to the board is brought in at the lower left
hand corner, where it passes first through a large 50-amp. en-
closed fuse, labeled "main heat and light fuse." This delivers
the current to a bus-bar extending across the top of the board
to five single-throw switches, as shown. The first of these sup-
ply current to the two heater circuits ; the third to the Chris-
tensen air compressor; the fourth to the arc headlight con-
nections, and the fifth to the group of fuses and switches which
control the light circuits. The lighting is divided up into five
circuits, as shown, all of which circuits are provided with
THE NEW SPECIAL MOTOR-CAR SWITCHBOARD, LOCATED IN
THE MOTORMAN'S CAB, F.OR THE CONTROL OF ALL LIGHT,
HEAT AND POWER CIRCUITS OF THE CAR
separate enclosed fuses. Three of these circuits operate the
interior lighting of the car, while the other two supply -the
platform and marker lights. The latter are controlled by sin-
gle-throw double-pole switches, as shown ; when in the upper
position the marker lights are operated while their lower posi-
tion connects in the platform lights. The switches controlling
the storage batteries, required to supply the current for the
operation of the multiple-unit controller magnets, are located
in the lower central portion of the board; two batteries are
August 20, 1904.]
STREET RAILWAY JOURNAL.
255
used with the Westinghouse control, one being charged while
the other is being discharged. To provide for this, each battery
has a double-pole, double-throw switch, as shown; it has been
conveniently ai ranged so that when these switches are in the
upper position one battery is being charged and the other dis-
charged, and vice versa when tbe handles are in their lower
positions. As may be noted, all the wiring from the board is
taken care of upon the front side, no wiring connections being
made at the rear ; this keeps all details in plain sight for facility
US
All Holes In Back Of Board Are To Be Filled With Chatterton Insalatmq Compound
Cleats Are To Be Of Sawed White Fiber
Soft Rubber Washer »lg" Thick
DETAILS OF THE SPECIAL CONSTRUCTION OF AND THE ARRANGEMENT OF SWITCH
ING APPARATUS AND FUSES UPON THE NEW CAB SWITCHBOARD
of inspection and repair. Furthermore, it may be noted that
there is only one negative connection made upon the board,
that being necessary for the storage battery connections ; this
negative wiring is carried down at the extreme right hand side
of the board out of the way.
NEW CAB DETAILS
A very important change in cab detail is to be seen in the
new style of folding motorman's seat which is being provided.
This ^eat is of a type similar to that which has been adopted
upon other elevated lines for this purpose, although it differs
considerably in construction. As may be noted from the detail
drawing, the seat may be arranged for the use of the motorman
at a height of 31 ins. above the floor, or may he tipped down
to a height of 16 ins. from the floor for the use of passengers
when the compartment is not in use by the motorman. If the
motorman should desire to stand his seat may be dropped down
by displacing the swinging bracket support. The motorman's
seat is ioj4 ins. x 14 ins. in size, and finished in cherry, with-
out a cushion. Its location permits the motorman to lean out
of the side window of the cab, and yet is such as to give a
clear view through the front window. The larger main seat,
as arranged for passengers, is 20 ins. x 24 ins. in size, and
finished with a cushion of the rattan-covered type.
The mechanism of the seat may be readily understood from
the drawing. The motorman's seat is hinged to the underside
of the large passenger seat, the for-
mer being used as a leg to support
the latter when lowered for the use
of passengers. When the cab is oc-
cupied by the motorman the pas-
senger seat is raised to its upper
folded position and locked there by
means of a special locking device
provided on the under front edge
of the seat. The motorman's seat
may be then lifted and held up
by the swinging malleable iron
bracket, as shown. This bracket is
of strong construction, the mem-
bers being of I-beam shape for the
maximum rigidity. This interest-
ing folding seat construction was
designed by F. A. Overfield, gen-
eral foreman of the East New
York shops of the elevated divi-
sions.
Another feature of the new cab
arrangement is the provision of an
electric heater for the comfort of
the motorman, and also auxiliary
apparatus which is of great value
for emergency use. The electric
heater is of the cab panel type of
heater, supplied by the Consoli-
dated Car Heating & Lighting
Company, and sets in the wood-
work flush with the surface. It is
mounted in the panel in the rear
side of the cab beneath the switch-
board, as indicated in the cab draw-
ing, and is connected in one of the
main heater circuits of the car.
The heater will add considerably
to the comfort of the motorman in
the winter operation, but this ar-
rangement has the additional ad-
vantage, however, in that the pro-
vision of heat in the cab will be of
material assistance in the satisfac-
tory operation of the motorman's air-brake valve ; these valves
are often found to give trouble when the lubricant used be-
comes chilled by extreme cold weather, and this provision of
heat will tend to prevent troubles of such a nature.
The new standard auxiliary equipment, which is being ap-
plied to the cabs, consists of a wooden slipper, a paddle-shaped
device of hard wood for lifting the third-rail shoe off the con-
ductor rail in case of accident or necessity of repairs to the
electrical equipment of the car, a separate link and pin for the
Van Dorn automatic couplers, and an emergency third-rail-
shoe fuse of a new type, which can be quickly -and easily ap-
plied in case of blowing of the regular fuse, thus enabling the
train to proceed without delay. The slipper is found invaluable
in an emergency case of any sort, when it is desirable to lift
the shoes out of contact with the third rail for positively cut-
ting off the current supply; this may be done by means of the
256
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
DETAILS OF THE NEW MOTORMAN'S CAB CONSTRUCTION, WHICH HAVE BEEN ADOPTED TO PROVIDE FOR THE INSTALLATION
OF THE CAB SWITCHBOARD, THE CAB HEATER AND THE AUXILIARY CAB EQUIPMENT
slipper as easily as a trolley wheel may be pulled off of the
trolley wire in surface opeartion.
The separate link and pin of the couplers is illustrated in
position at the front side of the cab in the accompanying draw-
ing of the cab. A special supporting bracket is provided to
carry it, so that it may be easily and surely found when wanted.
The emergency shoe fuse consists of two special connectors
with insulated wooden handles, between which is connected
an emergency main fuse; in case of the main shoe fuse blowing,
this extra fuse may be connected in by clamping the special
connectors over the bolt heads upon the shoe-fuse blocks. This
may be done with entire safety to the motorman, and also very
quickly, and will enable the train to proceed without delay.
Another new feature to be noted in the new cab is the change
in the whistle piping and valve. A separate pipe was formerly
run from the main air-brake reservoir beneath the car to either
cab for the operation of the whistle, it being thought that to
take air from the reservoir line in the cab would tend to cause
brake applications. This has been found erroneous, however,
and the whistles are now connected directly to the reservoir
DETAILS OF THE COMBINATION FOLDING SEAT FOR THE MOTORMAN'S CAB, ACCOMMODATING THE MOTORMAN IN ITS RAISED
POSITION, AND PASSENGERS IN ITS LOWERED POSITION, WHEN CAB IS NOT IN USE
August 20, 1904.]
STREET RAILWAY JOURNAL.
257
line just beneath the engineer's brake valve. The whistle
valve cord has also been arranged more conveniently for the
motorman, and may be manipulated without taking the hand
off of the brake valve.
NEW SHOE SUPPORT
In this connection an interesting change in the third-rail
shoe mounting is to be noted. The former construction pro-
vided for the carrying of the current from the shoe up through
a heavy stranded cable to the shoe-fuse block, for the delivery
of current to the car. The new construction, as shown in the
accompanying detailed drawing, provides a steel casting of
considerably different design from that formerly used, which
is bolted to the wooden supporting bar in the usual manner for
carrying the shoe. This casting has a lug projecting up above
the supporting bar, which has a binding screw provided upon
it to receive an end of the shoe fuse, this obviating the neces-
sity of carrying a stranded conductor from the shoe up to the
fuse block.
The type of sleet cutter used upon this system for removing
ice from the third rail in winter is a steel brush, which, when
in use, is held down upon the conductor rail with a spring
pressure of about 75 lbs. The type of brush used is clearly
shown in the engraving. The brush block is of hard maple,
and is provided with sixteen rows of wire bristles, each row
DRAWING OF THE NEW STANDARD END DETAIL ARRANGEMENT
WHICH HAS BEEN ADOPTED FOR THE ELEVATED MOTOR AND
TRAIL CARS OF THE BROOKLYN ELEVATED LINES
Brush
DETAILS OF THE NEW STYLE OF SUPPORTING FRAME FOR
THE THIRD-RAIL CONTACT-SHOE, INVOLVING THE USE
OF A SPECIAL SHOE-SUPPORT CASTING AND FUSE BLOCK
containing twelve sets. Each set of bristle
consists of seven No. 23 B. & S. steel ribbons
}i in. wide. The brushes are operated upon
the rail so that the bristles brush broad side
against the rail surface. The brush is care-
fully insulated from the supporting guide bar
by the hardwood and fibre separators. A spe-
cial eccentric lifting handle is provided by
which the brush may be lifted up and held
out of position when it is not in use ; by mere-
ly revolving this handle from vertical to hori-
zontal, the brush is dropped upon the conduc-
tor rail and held there by the spring pressure.
STANDARD CAR ENDS
A standard car-end arrangement has been
adopted for all motor and trail cars, this
standard applying to the form and size of
platforms, dimensions of hoods and arrange-
ment of all apparatus, including the headlight,
markers, gates, steps, air hose, safety chains,
etc. A drawing is presented to illustrate this
new standard arrangement. The hoods upon
the various cars differ slightly, owing to the
different types of roof construction upon the
several builds of cars, but the markers are in
all cases arranged to be located upon the front
sloping edges of the hood by special cast
brackets, as shown, the handle for the turn-
ing of which projects down through to the
underside of the hood, so as to be easily op-
erated from the platform. In addition to the
ladder provided for ease of access to the top
of the car for trolley-pole repairs, a safety
grating has been provided for the protection
of the hood in case the trolley pole jumps
from the trolley, when the train is in surface
operation, and rebounds from the span wire
upon the roof. With the usual hood con-
struction, a trolley pole is, in such a case,
258
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
liable to strike hard enough to break through a roof, but here
the special grate is provided to receive the blow of the trolley
wheel in such a case.
The other features of the end construction are evident from
the drawing. For all new work the new type of side gate, built
by the Pitt Car Gate Company, New York, is being installed.
This gate provides for the handling of large crowds upon the
platform with far greater ease, and without the inconvenience
of extreme crowding in closing, as met with the usual styles of
platform gates. In opening,
this gate is arranged to pass
endways and simultaneously
swing around backwards, next
to the stanchions, thus entirely
avoiding interference with
those upon the platform. An-
other feature is the provision
of the signs upon the end win-
dows, forbidding passengers
DETAILS OF NEW LONGITUDINAL SEAT CONSTRUCTION, SHOW-
ING NEW ARRANGEMENT OF HEATERS TO ELIMINATE
DANGER TO CLOTHING OF PASSENGERS
standing upon the front or rear platforms of trains; this is ap-
plied upon the window glass by the sand-blast principle, in the
form shown upon the left hand end window upon the drawing.
The details of the platform construction and the arrangement
of apparatus beneath have been referred to in connection with
the new standard platforms ; this drawing, however, shows the
entire end arrangement in assembly.
INSIDE DETAILS
The standard inside end arrangement provides for a single
sliding door of the type generally used in elevated cars. A
novelty is here introduced, however, in the form of a new type
of combined latch and door handle, embodying a type of spring
lock which catches upon closing the door, but is easily unlocked
without twisting or lifting or other complication, the mere act
of pulling the handle to open the door unlatching the lock.
This is the same type of door lock as is being applied on the
new cars of the Rapid Transit Subway system in New York
City. The door is of the three-panel type, with a 24-in. x 30-in.
glass. End windows are provided in all cars.
Another drawing shows the details of the new seat con-
struction. Spring cushions are provided throughout for the
backs and seats, the covering being of canvas-lined rattan.
This rattan is painted white and finished with two coats of
varnish, so that they may be easily washed and kept in a sani-
tary condition with the least amount of trouble. The use of
the white color in this connection results in a very bright and
attractive appearance of the cars. This effect is strengthened
by the use of white headlining in the monitor and sides of the
car roofs, which is also painted white and varnished, and as-
sists greatly in the diffusion of night lighting through the car.
The arrangement of the heaters under the car seats is also
indicated in the above seat drawing. The heaters used are
the panel type of the Consolidated Car Heating & Lighting
Company, and the overhanging portion of the seat is protected
from overheating by the use of a lining of transite board, as
shown ; a novel feature may here be noticed in the locating of
the heater panels beneath the seats at a distance of 5^ ins.
behind the seat edge, this being done to provide an air space
between the heaters and clothing, at all times, and thus pre-
vent injury to passengers' garments. The new cars are being
equipped with new window curtain fixtures of the Forsyth ad-
justable roller-tip type, supplied by the Curtain Supply Com-
pany, Chicago, 111.
Another interesting detail is to be seen in the new arrange-
ment of wiring moldings along the sides of the car roof, for
carrying the advertising placards. Wiring moldings for carry-
ing the lights in that portion of the car are milled specially, as
shown in the detail sketch, to provide for holding the placards
without the use of an additional molding. This greatly sim-
plifies the interior construction of the car and adds to its ap-
pearance. It should also be noted that in the reconstructed
cars the incandescent lighting is being arranged upon the sin-
gle-outlet plan, all fixtures being done away with. This intro-
duces the supreme advantage of the best possible distribution
of light and produces an effect which is absolutely impossible
with fixture arrangements. The cars are profusely lighted,
five circuits of five 16-cp lamps each being used in every car.
Important safety precautions have been provided for emer-
gency use. While there is little danger of fire being communi-
Pullman C ars
Detail of Moulding. A ,
For Side L/qhts and Wires.
INTERESTING NEW TYPE OF LIGHT-WIRE MOULDING TO
PROVIDE FOR THE ADVERTISING PLACARDS
cated from the electrical apparatus to the car body, still it is
thought advisable to provide for the most extreme case and
be on the safe side, and accordingly chemical fire extinguish-
ers are provided in every motor car upon the system. The ex-
tinguishers used are of the Fire Underwriter type, furnished
by Knight & Thomas, Boston, Mass., and are neatly finished in
polished brass, each being provided with a specially large in-
struction plate for directing its use in emergencies. This in-
struction plate, like the new door handles for the car doors, all
bear the new monogram of the company, formed of the three
letters, B, R and T, which has been adopted. The extinguisher
is conveniently mounted upon a bracket at one end of the car,
being secured in position merely by a strap, so that when
needed it can be easily taken down. Furthermore, a system of
inspection has been instituted for the periodical examination
and testing of the extinguishers, in order that they may always
be in good condition for immediate use.
August 20, 1904.]
STREET RAILWAY JOURNAL.
7
259
Another provision has been made for the immediate stopping
of a train in case of any danger. Two conductor's valves are
inserted in the train line of the air-brake system, one at each
end of the car inside, at diagonally opposite corners; cords of
bright blue color are extended from each valve along the oppo-
site sides of the car beneath the ventilator windows and out
under the hood, so that within the car two cords are easily
available, and also there is one extending out upon each plat-
form. By the pulling of one of these cords the brakes are set
under emergency application and will bring the train to a stop
within two train lengths. This action is facilitated by the ar-
rangement of the multiple-unit control system, which, it will
INSTRUCTION CAR ON THE NEW YORK SUBWAY
The officers of the Interborough Rapid Transit Railway Com-
pany, of New York, have facing them a problem, in connection
with the operating force for the Subway, which is probably
without parallel in the history of railroading. This is the work
of organizing and training a body of some 3000 men to the
use of the train apparatus, so that when the Subway is opened
the train force will be ready to perform their duties satisfac-
torily and safely. The situation in New York is such that it
would probably be impossible to put the completed portion of
the Subway in operation in sections as is usually done on new
INTERIOR OF INSTRUCTION CAR,
SHOWING MASTER CONTROLLER IN FOREGROUND AT RIGHT,
VALVE AT LEFT
AN D Ol'AK I ERED TRIPLE
be remembered, automatically shuts off the propulsion current
supply to the motors when the brakes are applied. This system
of safety-brake cords permits a passenger to stop the train in
case of impending danger without waiting to communicate
With the guard or motorman.
This journal is greatly indebted for the valuable information
embodied in this article to R. C. Taylor, mechanical engineer,
and W. G. Gove, assistant mechanical engineer, who have
given every opportunity for the examination of the new work
of reconstruction ; to F. W. Butt, chief draughtsman, for val-
uable assistance in arranging the drawings; to R. A. Bowers,
superintendent of the Thirty-Ninth Street Elevated shops, and
to the Westinghouse Electric & Manufacturing Company for
photographs and information.
systems. The population of New York has been awaiting a
subway for so long that any attempt at the beginning to intro-
duce a partial service, either in length of line or number of
trains, would only produce excessive crowding at the stations
and greater consequent evils than would follow the putting in
operation of practically the complete system. The Interbor-
ough Company has decided, therefore, to begin without delay
the breaking in of the entire force which will be required to
operate its Subway cars next October.
Although the company also operates the Manhattan Elevated
Railway in New York, the Subway train crews and those on
the Elevated train service will be kept entirely distinct. The
complications which would be introduced by attempting to
draft any portion of the Subway force from the ranks of the
260
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
present elevated railway men, even temporarily, would be con-
siderable. Such a plan would involve serious changes in the
runs, seniority rank and other features of the elevated railway
organization, which will be understood by every practical op-
erating manager, besides depleting the efficiency of the elevated
train service at a time when the best judgment would dictate
that it be kept to its highest point, in order not to overcrowd
the Subway more than was possible. The Interborough Com-
pany is therefore now recruiting its large force of motormen,
conductors and guards, and is giving them the practical in-
struction in the operation of a train which will be required in
the performance of their duties.
To accomplish this the management has not only designed a
most complete set of instructions, but in addition has provided
and one devoted to a series of questions and answers as to how
to detect causes for failure of train movement and the methods
of removing them. In this connection it should be said that
the management believes in instructing the motormen so that
they are able to make minor repairs to both the air and elec-
trical equipment on the road. This is because the volume of
train movement on the line will be so large that a delay of even
a few seconds, not to say of the longer time which would be
required if inspectors or trouble-men were sent for, would seri-
ously interfere with the successful operation of the line.
The course of instruction followed with the new men on the
Subway is as follows: The school car instructor first gives
each of the motormen a lesson to learn from the instruction
book. When this is acquired the lesson is followed by various
A VIEW FROM OPPOSITE END OF INSTRUCTION CAR, SHOWING AUTOMATIC COUPLER AT RIGHT AND ROW OF BRAKE CYLIN-
DERS ALONG LEFT-HAND SIDE OF CAR
a school car that contains all of the mechanical and electrical
apparatus comprising the car equipment.
The motormen are first provided with an electrical and auto-
matic air-brake instruction book that contains descriptions and
illustrations of the principal apparatus on the motor cars, and
also a list of questions and answers pertaining to train operation
and what to do in emergencies. This book, which is probably
the first of its kind ever published devoted to multiple-unit
train operation and control, contains some fifty-two pages, be-
sides illustrations, and is divided into three sections, viz: air-
brake instructions, with a description of the air-brake ap-
paratus ; a similar section devoted to the electrical equipment,
object lessons on the school car, thus affording each pupil am-
ple opportunity to obtain sufficient knowledge of the apparatus
before the final examination is made for promotion to the run-
ning or operating lessons on the trains. The successful motor-
man who passes the required examinations is then instructed
by an assistant instructor in the actual movement of trains, and
has to learn the road — that is, become familiar with the signal
system, grades, curves and station stops before he is allowed
actually to operate a train.
All train men are required to take a course in the school car
pertaining to their respective positions before they are ad-
mitted to the running class, which means that they must be
August 20, 1904. J
STREET RAILWAY JOURNAL.
thoroughly conversant with the rules and regulations and pos-
sess a practical knowledge of the car equipment before they
are admitted to the next course or actual operation of the
trains. This rigid course of training results in obtaining an
unusually intelligent class of men, which is essential in the
operation of a railway system. For motormen, former steam
railroad enginemen are preferred, as they are, of course, fa-
miliar with the air apparatus, and experience has shown that
they learn the manipulation of the electrical apparatus quickly.
The school car, of which several views are presented here-
with, is one of the original Subway cars, the "August Belmont,"
which was built some two years ago. Not being a standard at
present on either the Subway or Elevated lines, it has been re-
constructed for this purpose. It contains a complete equipment
of all the apparatus that will be used upon the standard local
and express trains in the Subway. A sample equipment of the
electric controller system is installed inside of the car within
easy access for examination while under operation. There is
also at one side a complete equipment of the Westinghouse
air-brake apparatus, five-car equipments being arranged in the
car and accurately connected up so that they may be manipu-
MASTER MECHANIC DOYLE INSTRUCTING PROSPECTIVE MO-
TORMAN ON THE OPERATION OF THE MASTER CONTROLLER
lated as under service conditions. The air-brake equipment
consists of a motor-driven air compressor, a pump governor, a
main reservoir, a main reservoir pipe, motorman's brake valve,
two air gages, train pipe and the five-car equipments, which
consist of auxiliary reservoirs, brake cylinders, triple valves,
conductors' valves, with the necessary angle cocks, bleed cocks,
cut-out cocks and hose and couplings.
The action of the air-brake equipment is made plain by quar-
tered working models of the Westinghouse triple-valve, so ar-
ranged as to indicate in the open model the actual cycle of
events in a brake application, as well as various framed and
colored diagrams. Numerous air gages are provided to show
the resulting brake cylinder and reservoir pressures for various
train line productions in braking.
The electrical equipment consists of a complete type "M"
control system, comprising a master controller and the neces-
sary apparatus accompanying the controller equipment, and
also the necessary contactors, reverser, rheostats, circuit
breaker, main switch and main fuse for one car. The action of
the reverser and of the contactors is clearly shown by the com-
EXTERIOR OF INSTRUCTION CAR
plete mounting of controller apparatus upon the ceiling of the
car, so that they may be approached in the same manner as if
the student were beneath the car; the equipment is mounted
inside of the car in the same relative positions which they
occupy beneath the car, and are equipped with their regular
outside cases.
In addition, this car has an open switchboard at one end,
which indicates the standard arrangement of an electrical
switching apparatus with which each motor car for the Subway
is to be provided. At this board all lighting, heat and power
circuits for the car are operated. Two knife switches control
the lighting circuits, while two additional switches operate the
heat circuits in various combinations. The main motor-current
switch is also located upon this board, as well as also various
fuses for that and the other circuits.
As some of the repairs have to be made on the road, the
student, before being "passed," is obliged to make certain re-
pairs to live apparatus. This teaches him how to disconnect
certain portions without injury and gives familiarity with the
operating conditions as they will be found in emergency work.
When it is considered that this immense system, the largest
of its kind in the world, is to be in full operation within one
hour and thirty minutes after the departure of the first train,
carrying thousands of passengers promptly and safely to their
destinations, one can best appreciate the enormity of this great
undertaking and the value of the educational process now
going on.
—
Two masked highwaymen held up car No. 204 on the new
Portland Heights line, in Portland, Ore., at 11:15 o'clock a few
nights ago, and secured from the conductor and motorman
more than $30 in cash. There were eight passengers on the
car at the time, but they were not molested. One of the bandits
shot twice at the conductor, who made an ineffectual attempt
to prevent the robbery, but the bullets did not take effect. The
robbery occurred at a dark point on the curve at the head of
Carter Street.
262
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
QUESTION BOX OF THE NEW YORK STATE STREET RAIL-
WAY ASSOCIATION
One of the features of the Utica convention of the Street
Railway Association of the State of New York, to be held Sept.
13-14, is a "question box." Sixty-seven questions were con-
tributed by members of the association, and have been sent in
printed form by the editor of the question box to all the mem-
bers and a few others outside the association. In answering
the questions, the association has suggested that the reply
should not merely be "Yes" or "No," but the reasons also
should be given, illustrated wherever possible by examples
from actual practice. Photographs and line drawings neces-
sary to make the meaning clear will be very acceptable. It is
proposed to print the questions and answers received up to a
short time before the meeting, giving an opportunity for gen-
eral discussion on the topics at the Utica convention. The
questions follow:
CONSTRUCTION AND EQUIPMENT
POWER STATION CONSTRUCTION
1. What is the life of a good storage battery when well
taken care of? Is a floating battery preferable to a booster in-
stalled in station? How much attention does a battery require?
2. Is the specific heat of superheated steam constant, and if
not, what law will give the specific heat of superheated steam
at various temperatures and pressures ?
3. One company has in its power house one 800-kw, 550-
volt, direct-current generator with compound fields. In the
armature there are 800 coils and 800 commutator bars, 12 poles
and 12 brush holders. Would like to know the proper con-
nections to make to balance the magnetic circuits of this ma-
chine and size of wire necessary.
TRACK CONSTRUCTION
4. What type of rail has given the best satisfaction for city
service in unimproved streets, and what troubles, if any, have
been met with the 9-in. girder rail ?
5. Cannot a limited number of standard rail heads be
adopted for paved streets?
6. What rights has a railroad company in arranging drain-
age for its tracks ? Where the company pays for paving be-
tween tracks and for a certain distance on each side, can it
claim any jurisdiction in arranging grades for drainage?
7. Which is the better material for paving — Medina sand-
stone or granite block?
8. What type of rail joint has proven best in paved streets ?
9. What is the best method for detecting broken bonds? Is
the electrical drilling machine practicable?
10. What is the best type of bond — the compressed head or
the pin head?
OVERHEAD LINE CONSTRUCTION
11. What wood is best adapted to stand the elements, and
what paint; how many coats, and how often should same be
painted?
12. Which is the better hanger — the mechanical or soldered
clip ?
13. What is the best method of spacing d. c. lightning ar-
resters along the line?
14. How many lightning arresters to the mile in the best
practice ? Should more arresters be used in suburban than
city lines?
15. Has it been observed that the presence of a high- voltage
transmission line, running along the same right of way with
the trolley, has a tendency to relieve the d. c. line from some
of the lightning disturbances to which it would normally be
subject?
POWER TRANSMISSION LINE CONSTRUCTION
16. Information is requested with regard to the use of
aluminum for a. c. high-tension lines and for d. c. trolley feed-
ers; also for use bare in underground conduit as an auxiliary
to the rail return.
17. What are the most efficient methods of jointing the
main conductors and of attaching trolley taps to the main
feeders ?
18. What are the principal advantages and the disadvan-
tages in the general use of aluminum for such purposes?
19. What is the maximum distance direct current can be
advantageously transmitted for the operation of interurban
cars ?
SELECTION OF ROLLING STOCK
20. Have the semi-convertible cars given as good satisfac-
tion for summer service as the open cars, and to what extent
have double-truck cars replaced single-truck for strictly city
service ?
21. Has any practical type of power brake been developed
to take the place of air brakes ?
22. What is the difference in current consumption of two
and four-motor equipments?
23. What is the best method of determining the life of mo-
tor parts ?
24. What type of snow plow has given the best satisfaction
for city streets?
25. Are electric heaters economical? What other system
is more efficient and convenient?
26. Have any experiments been made, or any one had ex-
perience with hot-water heaters, and if so, what has been the
difference in expense between them and electric heaters?
27. Viewed from the standpoint of maintenance, which is
preferable : the split or solid gears ?
BLOCK SIGNAL SYSTEM
28. Which is more reliable : automatic signals or those
manipulated by hand?
29. Is there a satisfactory automatic block-signal system
used that will take care of any number of cars passing through
the same block?
30. Are telephonic train orders satisfactory?
OPERATION
ACCIDENT DEPARTMENT
31. Where and when should derailing switches be used, ex-
cluding steam railroad crossings ?
32. Give experience with accidents with derailing switches.
33. Have you used the premium system with your em-
ployees for avoiding accidents; if so, what percentage have the
accidents been reduced?
34. Has not the practice of giving premiums to conductors
and motormen for avoiding accidents made them careless in
reporting slight accidents?
35. What is the best method of training employees to avoid
accidents ?
CAR HOUSES
36. What is the best design for a car house?
EMPLOYEES
37. What has been the benefit, if any, of forming an asso-
ciation among employees?
38. Can associations of employees be made sufficiently at-
tractive to take the place of union organizations? Can a suc-
cessful benefit fund be established by contributions from em-
ployees alone without assistance from the company? If so,
would not such a fund be more appreciated by the men than
one on which they had received assistance? Would not a
written examination at the end of each year of all conductors
and motormen employed during the year, somewhat in the
nature of the competitive civil service examination, be the best
method of determining seniority?
39. What is the best method of disciplining employees ?
August 20, 1904.]
STREET RAILWAY JOURNAL.
263
40. Give experience of the merit system in connection with
discipline of employees.
41. Does the merit system entail extra office expense, and
to what extent has it helped discipline?
42. Do all roads subject their intending employees to a
physical examination ?
43. What benefit or check has resulted in the securing of
bonds from employees?
44. Should conductors furnish bonds, and if so, who should
pay the premium?
FARES ON INTERURBAN RAILWAYS
45. What is the best method of collecting and accounting
interurban fares?
46. Are there any data available to show the percentage of
tickets used to tickets sold, and what is a fair per cent of
shrinkage ?
PARKS AND PLEASURE RESORTS
47. Is it better to operate all attractions at parks or to in-
duce outsiders to put them in on a percentage basis ? Are any
pleasure parks self-sustaining, or can they be made so ?
48. What is the most effective method of advertising, for
the least expense?
REPAIR SHOPS
49. What is the proper test to give equipment before leaving
the shop for service?
50. What is the best method of keeping shop records of cost
of maintenance ; bodies, trucks and motors ?
51. Considerable trouble has been experienced with broken
car axles from crystallization, especially during cold weather.
The axles break either at the end of the key way or at the
shoulder next to the journal bearing. We would like to know
the cause; also, if salt water getting into a small check will
cause it to spread or deepen. From the appearance of some of
the breaks, those are the indications. Also would like to know
which grade of steel is considered best for car axles.
52. Which is productive of the best results — pit work, or
overhauling from above ?
53. Is it best to overhaul equipment by mibage?
SNOW REMOVAL
54. What amount of snow can the city authorities demand
removed ?
55. What is the best form of organization of snow fighting
forces ?
TRAFFIC DEVELOPMENT
56. Has it proven beneficial in moderate sized cities to
largely increase the number of cars during rush hours, over the
ordinary times of day?
57. What has been found to be the best method of adver-
tising to develop traffic?
58. What has been the experience with the use of trailers
as regards accidents, and have they proven more satisfactory
than the use of larger cars with no trailers ?
59. Does not the use of trailers increase the number of de-
railments ?
60. Should the extra list be a revolving one? (i. e., after
an extra has had work, should he go to the bottom of the list
and work up again?)
WHEELS— CHILLED IRON, STEEL TIRED, FUSED WHEELS
AND SOLID STEEL
61. Would not the trouble, which was experienced by many
roads during the past winter, of motors dragging on the ice, be
eliminated by the use of 36-in. wheels?
62. What are the relative merits of steel and cast-iron
wheels ?
63. How does the life of cast-iron wheels compare witli
steel-tired, fused and solid steel wheels? Is not the cost of
maintenance per mile in favor of the cast-iron wheel?
64. Is not a 550-lb. double-plate cast-iron wheel as safe to
run under our modern interurban cars as the steel-tired wheels
now being used?
65. What is the principal cause of wheels being flatted on
air-brake interurban cars?
66. What are the causes, all of them, of flat wheels?
67. What weight and model of chilled car wheels, 33 ins.
in diameter, are proper and safe for an 8-ton single-truck elec-
tric car for city service, and the probable life of the same?
■
OHIO INTERURBANS DEVELOP THROUGH TRAFFIC
Several of the roads of Northern Ohio have adopted plans
for stimulating through traffic from one road to another along
lines brought out and discussed at recent meetings of the Ohio
Interurban Railway Association. This is effected by the vari-
ous roads advertising through connections and by one company
selling through tickets to any point on a connecting line. The
Cleveland & Southwestern Railway by this arrangement sells
tickets to Toledo or points on the Lake Shore Electric Railway,
passengers changing cars at Norwalk. Recently the Lake
Shore Electric Railway sold tickets at Toledo for a party to
Wooster, at the extreme end of the Cleveland & Southwestern
Traction Company's line, being a distance of about 170 miles.
The Toledo & Western Railway and the Detroit, Monroe &
Toledo Short Line are in the arrangement, and tickets are now
being sold through from Cleveland to Detroit, a distance of
nearly 200 miles. As stated in these columns recently, the
Lake Shore Electric Railway has a similar arrangement with
the Clover Leaf (steam) road for business to St. Louis, and
through this arrangement the other roads are also participating
in the St. Louis business. One of the greatest advantages to
the passenger is the through checking of baggage, which re-
lieves the passengers of all annoyance at points of transfer.
The arrangement between the companies is a simple one.
Each road supplies the others with its tariff sheets and time
tables, and agrees to accept the tickets issued by the other com-
pany. The round-trip ticket issued is made up of various
coupons, and is precisely similar in general appearance to the
coupon strip tickets used on steam roads. It contains an
agent's stub, which is detached by the agent, and the points of
starting and destination are left blank and are filled in by the
selling agent. Each road receives its regular fare and settle-
ments are made each month. The tickets are now on sale by
all the agents of the various roads. An effort will be made to
interest other roads in this district, as the managers believe it
will materially improve the service and make it appeal more
strongly to the public. This plan, in connection with the inter-
changeable coupon books which will soon be issued by a num-
ber of Ohio roads, indicates that the lines in this district are
strongly alive to the possibilities of through electric traffic, and
that the physical connection of roads is opening up a new and
promising source of revenue.
A step in advance of this plan for building up through traffic
is that of operating through fast cars over two or more roads.
As has already been outlined in these columns, the Western
Ohio Railway and the Dayton & Troy Electric Railway have
in operation an arrangement for through limited cars between
Lima and Dayton, a distance of about 80 miles. There are
four cars each way every day, and the schedule is two and
one-half hours, the cars stopping only in the largest towns.
Each company furnishes one car, and the crews run clear
through, the crews being paid by each company in proportion to
the time they are on the tracks of that company. The agree-
ment between the two companies provides that each company
shall be liable for accidents while the car is on its track, re-
gardless of whose car or crew it may be. The crews are sub-
ject to the rules and regulations of the company on whose
264
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
tracks they are running, and it might be stated that the rules
of the two companies in question differ in a number of points.
The service has only been in operation about two months, and
it is almost too early to determine whether it will materially
swell the earnings of the two companies. The traffic on these
cars has been excellent thus far, despite the fact that commer-
cial travelers, for whose requirements the service was mainly
designed, are not at present as numerous as they are during
other seasons of the year. Baggage is carried on these trains
at a cost of 25 cents per piece for the entire run from Lima to
Dayton. Transferring of baggage to other roads in Dayton is
made free of charge. The freedom from the necessity of trans-
ferring baggage at Piqua, the connecting point of the two
roads, together with the high-speed service, which is claimed
to be the fastest trolley service in the world for the distance,
seem bound to create new business. When this service was
instituted the parallel steam road threatened that if it was not
withdrawn it would reduce its rates to below that of the elec-
tric lines and install additional trains. Thus far the steam road
has not put on extra trains, but it has reduced its fare to within
5 cents of that of the electrics. On the other hand, the steam
road has so altered its schedule as to give the electrics a de-
cided advantage by reason of their frequent service and time
of leaving terminals. The schedules over the two routes are
practically the same, but if allowance is made for the fact that
the electric cars take passengers from the center of one city
and land them in the center of the other city, the electric
service has an advantage in time, in addition to the freedom
from dust, smoke and cinders.
Of late there has been considerable talk relative to the prac-
ticability of operating through fast service over the four electric
roads between Erie, Pa., and Cleveland. The managers of the
various properties were in favor of making the experiment,
and a short time ago a number of gentlemen made a trip over
the properties in Henry A. Everett's private car with a view
to inspecting the roads and considering the possibilities of the
plan. It was found that on one or two of the roads the bridge
and devil strip clearances and the general condition of the
track would not permit of the use of cars that would be suit-
able for such service. It was understood, however, that these
physical obstacles were to be cleared up so that the question
might be taken up later. However, there was another obstacle
— namely, that the attorneys for the Everett-Moore syndicate
had rendered an opinion that in case of accidents the liability
would follow the car. In other words, it was thought that if
a wreck occurred on another road the owner of the car would
become equally liable with the company owning the road. Some
of the companies concerned were unwilling to assume such a
liability, and there the matter stands.
To obviate this point, Mr. Everett has been figuring on a plan
which may be presented to the various roads. He suggests
the formation of a car trust to operate the special cars, the
same as is done by steam roads. Each company would pay in a
certain amount toward the purchase of cars for the service.
The cars would then be mortgaged under a special bond issue
covering them. The cars would be operated over the various
roads under a traffic agreement, and the earnings of the cars
would apply on the bond issue mentioned, the surplus or profits
to »be divided among the companies interested. Thus, in case
of accident, the car trust would be responsible. This is a mere
outline of the plan, and the details have not yet been figured
out. It seems probable, however, judging from the interest the
roads in question have been displaying, that some arrangement
for through traffic will be worked out over this route, or at any
rate, part of this route.
Some of the roads radiating from Dayton are also selling
through tickets to points on other roads. The Dayton & Troy
Electric Railway and the Western Ohio Railway are selling
tickets to all points on both lines, and they are advertising
week-end excursions to all points on these lines. The tickets
are sold good going Saturday or Sunday and returning Monday,
and give very low rates over a wide territory. The Dayton &
Western Railway has an arrangement with connecting lines
in Indiana whereby tickets are sold through from Dayton to
Indianapolis and baggage is checked through.
QUESTION BOX OF THE AMERICAN RAILWAY MECHANICAL
& ELECTRICAL ASSOCIATION
The American Railway, Mechanical & Electrical Associa-
tion, as already announced, is to have a "question box" at its
St. Louis meeting. The questions are being mailed to the mem-
bers, with the request that each one will reply to those in which
he is especially interested, indicating* the questions referred tc
by their numbers in this circular. All answers should be in the
hands of the secretary by Sept. 1. Unless instructed to the
contrary, the names of those making replies will be published.
The questions appear below:
1. What is a "frequency changer" and how used?
2. Of what use is a "power factor" on a circuit?
3. What is a reasonable life for brooms on snow sweepers?
4. What is the best material for a gear case, cast-iron, steel
or wood ?
5. Is there any way of telling when a car axle is crystallized
and unsafe ?
6. What is the best method of preventing car-circuit breakers
getting out of adjustment?
7. Can satisfactory results be obtained by using a 25-cycle
machine for lighting purposes ?
8. Which is the best material for car axles, common steel,
cold rolled steel or forged iron?
9. What is the best water and heat-proof insulation and paint
to use in winding field coils ?
10. What results have you obtained with asbestos-covered
wire for winding fields ? Have you had any trouble from
moisture ?
11. Which is the better pinion for length of service, for noise-
less running, and for wear on the gear — machine cut or hot
pressed ?
12. What head-linings for cars, other than veneered, are on
the market, particularly something in which glue is not used,
and which are both water and fireproof?
13. Some roads have motor inspectors out on the street, un-
der the mechanical department. Does the benefit derived war-
rant the expense incurred, and in what way?
14. Which is preferable for lubricating motor bearings, oil
or grease? How do they compare for cost?
How can oil be substituted for grease in the standard grease
boxes of the Westinghouse 12-A, G. E.-67, and G. E.-800
motors ?
15. What are the relative costs of journal lubrication with
regular grease, the Galena system, and the automatic oil lubri-
cator ?
16. What are the comparative merits of steel-tired and cast-
iron wheels for interurban, suburban and ordinary city service?
17. Is it economical to grind cast-iron chilled car wheels with
an emery grinder before they are put under a car ? By so doing,
is their life lengthened or shortened?
18. What has been your experience with rolled-steel wheels,
as regards wear, after they have been turned down once?
Can you explain why the flange on one wheel should wear to
a square shoulder, while that on the other end of the axle re-
tains its shape ?
19. What is the exact mode of procedure in winding "fire-
proof" fields that are to be filled with whiting, shellac, or other
fire-resisting insulations?
20. When babbitt metal is run into an armature shell, in
cooling it contracts and pulls away from the shell. By what
means could the babbitt lining be made to fit the shell tight?
August 20, 1904.]
STREET RAILWAY JOURNAL.
265
21. Armature bearing shells become loose in the motor frame.
How can this be corrected in old motors, and could not street
railway motors be so designed as to prevent it, or to take up
the wear?
22. How can flashing or burning be prevented with the K-12
controller on cars equipped with four G. E.-iooo motors, 22-62
gearing, 600 volts on the line and a fast schedule ; or any equip-
ment where a heavy fast schedule has to be maintained?
23. What is the best method of testing an armature after re-
winding?
In using the Conant instrument for testing motor fields,
widely different readings are often obtained when a certain coil
is tested in the motor, then removed and tested separately.
How can such errors be avoided, and by what method can weak
fields be positively located?
THE ELECTRIC RAILWAY TEST COMMISSION
BY CLOYD MARSHALL
The work of the Electric Railway Test Commission has now
progressed to such a point that it is possible to describe some
details of work accomplished following the recommendations
of the engineering committees. As previously announced, the
plans embrace four main lines of investigation, namely : accel-
eration, braking, motor rating and train resistance. In carry-
ing out this, programme experiments are being performed upon
a large number of cars supplied by the different companies in-
terested in the tests. The full number of assistants, seventeen
in all, and three superintendents are conducting at the same
time several series of tests. One corps, under the direction of
Prof. H. T. Plumb, and with the co-operation of the St. Louis
Transit Company, has completed a successful investigation of
one of the storage air-compressing plants installed for this
company by the Ingersoll-Sergeant and Westinghouse Traction
Brake Company. Measurements were made to determine the
energy consumption in compressing a given amount of air, the
efficiency of the cooling system, the thermodynamic losses, the
amount of air consumed by each car on the line per stop, and
the various losses throughout the system from the electric
motor to the air-brake cylinders. The report of this test is now
being prepared, and interesting and practical conclusions are
sure to be reached. This test is the first in a series, the pur-
pose of which is to put at the disposal of the operating railways
of the country all information obtainable in regard to the
operation of air brakes for electric railways. The same corps
of observers is now making an exhaustive series of measure-
ments to determine the amount of air used per stop under dif-
ferent conditions of track and service by different motormen.
They are also determining the efficiency of a motor-driven com-
pressor equipment supplied for these tests by the National
Electric Company. This car will be operated in regular ser-
vice exactly similar to that of the cars furnished with the stor-
age outfit. The St. Louis Transit Company has also placed at
the disposal of the commission the necessary facilities for de-
termining the service capacities of the motors used by them,
and these tests are now well under way.
A second body of assistants in charge of Prof. B. V. Swen-
son has had under way practically all summer an interesting
and practical series of measurements of the voltage drop and
power loss in steel rails carrying alternating current. Through
the courtesy of the Bullock Electric & Manufacturing Com-
pany, the mechanical and electrical department of the Exposi-
tion, the Jessop Steel Company and the Laclede Gas Light
Company, it has been possible to test rails, bars and pipe with
frequencies varying between 10 and 60 cycles per second, with
currents up to 600 amps. This work has been remarkably suc-
cessful, in spite of enormous difficulties in measuring the very
small drop in pressure which occurs at low frequency and
small current density. Through the unfailing courtesy of the
members of the staff of the National Bureau of Standards, the
best possible facilities in the way of calibration and the loan
of special apparatus have been afforded. A neat sign giving
the details of the tests under way enables the visitors to the
Bullock space in the Palace of Electricity to follow the progress
of the work. The results of this series will be supplemented
by measurements of the impedance of the special test tracks.
The same corps of assistants has been determining the efficiency
and power of the Hunt storage-battery locomotive exhibited by
the C. W. Hunt Company in the court of the Palace of Elec-
tricity. A specially-constructed oil dynamometer reading up
to 8000 lbs. has been used for determining the draw-bar pull
upon a fixed anchor and upon loaded cars.
The work upon the test track is in charge of Prof. H. H.
Norris, who, with a corps of assistants, has made extensive
preparations for a number of special car tests. The Wesco
Supply Company has equipped the track with overhead con-
struction of handsome and substantial design. The steel poles
are firmly set 6 ft. deep in concrete, and these carry substantial
brackets, ornamented with neat and unobtrusive iron scroll
work. A cast-iron cap surmounts the whole. The trolley wire
and bonds for the track were supplied by the American Steel
& Wire Company through its St. Louis office. The latter
company has also manufactured for the commission a special
number 0000 duplex lead-covered cable for the purpose of con-
necting the test track with the rotary convertor in the Bullock
exhibit, a distance of nearly 3000 ft. from the track.
An important series of tests is now being conducted upon
these tracks. Experiments are being made upon a car exhibited
by the Westinghouse Traction Brake Company and the St.
Louis Car Company. The car is equipped with Westinghouse
motors of 50-hp each, and also with hand brake and with the
Westinghouse magnetic track brake. The car is being operated
upon a series of regular schedules designed to duplicate all
service conditions under which it would be used in practice.
The readings which are being taken will furnish data for show-
ing the variation in the motor capacity with different time-
speed curves, the efficiency of the magnetic brake as compared
with the hand brake, the energy consumption with different
rates of acceleration, and with the application of the brakes at
different speeds. It is also in the plans for this work to de-
termine the adhesion between wheels and track, with different
conditions of the latter, such as dry, wet, sandy and dusty.
The light car just described, which is designed for city and
suburban service, will furnish facilities for a complete set of
car tests, differing only in details from those which would be
made upon any car to determine its fitness for the conditions
under which it is designed to run.
It is not intended by the commission to conduct tests upon
train resistance upon the Exposition grounds. With the assist-
ance of the Union Traction Company of Indiana, these tests
will begin in a few days, or as soon as conditions at St. Louis
will permit the separation of the testing corps into two sections.
In accordance with the recommendations of the engineering-
committees, the power consumption in single cars and trains
will be measured at different speeds up to the limit of the cars
and track. In addition to this the commission has prepared
designs for the apparatus for separating the components of
train resistance by actual measurement. A number of im-
portant companies have volunteered to supply apparatus for
these tests, which will be conducted after the conclusion of the
others now under way.
The Consolidated Railway Company, of New Haven, Conn.,
has just ordered thirty new cars.
266
STREET RAILWAY TOURNAL.
[Vol. XXIV. No. 8.
A NEW MATERIAL FOR THE INSULATION AND FIRE-
PROOFING OF ELECTRIC CARS
One of the most noticeable developments in electric railway
work during the past two or three years is the growing ten-
dency toward the use of fireproof insulation on cars. This
step was first thought necessary in underground work, but is
gradually becoming common in elevated railway service, and
is now being adopted on surface cars as protection against
explosions and fire panics constantly being reported, and also
in order to comply as nearly as practicable to the recent recom-
mendations of the Board of Underwriters, which require under-
names to be covered with a fireproof insulating material.
A new material for this purpose has recently been brought
out by the Keasbey & Mattison Company, in two different com-
positions, one based upon asbestos and the other upon mag-
nesia. The former, which has been named asbestos building
lumber, is composed of asbestos fibre, each fibre being coated
with a cement, and these coated fibres then properly united by
a peculiar process, giving the resulting material a fibre-like
construction, which adds incalculably to its strength. The
other material, in which magnesium silicate is used, has been
termed magnesia building lumber, the natural fibres of mag-
nesium silicate being felted together and thoroughly cemented
by the use of an artificially created magnesium silicate, crys-
tallized within and around the natural fireproof fibres employed
in making the felt. Under great pressure, both materials can
be molded to any shape, but for general use are made up in
boards or panels of standard sizes, which may be sawed or cut
to meet requirements. The materials are not breakable like
slate, nor are they brittle, being capable of receiving very
severe shocks and very rough treatment without breaking.
They partake somewhat of the nature of slate or stone, how-
ever, in that when hammered they emit a sonorous sound like
earthenware. The natural color of the asbestos lumber is of a
slate gray, while the magnesia lumber is of a very light gray,
although in process of manufacture they can be made any color.
A number of important tests have been made of this new
material, perhaps the most important by Prof. G. F. Sever, of
Columbia University. The object was to determine the prin-
cipal characteristics of the two materials, of which the most
important are as follows : the electrical resistance, the break-
down voltage, the effect produced by the heat of an arc, the
capacity for absorbing moisture, the structural strength, and
the susceptibility of sawing and nailing. The material was
tested in three thicknesses for both materials, viz : }i-in.,
and Yz-m.
The tests for electrical resistance were made at 550 volts,
and showed, for the ^-in. asbestos lumber, an insulation re-
sistance per inch of thickness of from .97 megohms up to 2.3
megohms; for the %-in., from .2 megohms up to 1.2 megohms,
while in the }4-in. thickness the insulation resistance ranged
from .8 megohms to 1.5 megohms per inch of thickness. The
magnesia lumber showed even more favorable results — that is,
for the J^-in. thickness from 1.3 megohms up to 8.7 megohms;
in the %-in. thickness, from 1.05 megohms up to 4.1 megohms,
and in the j4-in. thickness, from 1.9 megohms to 3.5 megohms,
due probably to the greater resisting qualities of magnesium
silicate over that of cement. The specimens tested were 6 ins.
x 6 ins.
The break-down-voltage test was made upon specimens of
both materials dried five hours at 150 degs. F., and also upon
specimens which had not been dried. In the asbestos lumber
the results showed break-down voltages ranging from 7000 to
21,000 volts per inch of thickness of the material, while, when
undried, the break-down voltage required ranged from 3700 up
to 12,000 volts per inch of thickness. In the magnesia lumber
the difference between the undried and dried specimens was
practically the same. In the thoroughly dried magnesia lumber,
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STREET RAILWAY JOURNAL.
267
the break-down voltage varied from 9000 to 30,000 volts per
inch of thickness, while, when undried, it ranged from 4800 up
to 15,000 volts per inch of thickness.
In the heat test the specimens were suhjected to the heat of
a 500-watt arc light for a period of twenty seconds. The sur-
face of both the asbestos and magnesia after the test indicated
a destruction of the fibrous material, which rendered that por-
tion where the arc was applied brittle and easily broken. From
this it would appear that the large arcs have a destructive
effect upon the materials, although when subjected to a small
and definite arc, there are no radiating cracks from the point
of application. The results of these tests were very much the
same, although it was concluded that the asbestos was some-
what the better material when considered as a fire resistant.
The absorption tests tend to indicate that both materials
absorb a certain amount of moisture, the magnesia lumber
showing the greater tendency in this direction on account of
its structure. The highest absorption that could be obtained
with the asbestos lumber was an increase in weight of from
16 per cent to 21 per cent after soaking in water for forty-eight
hours, while the magnesia lumber absorptions ranging from 25
per cent to 38 per cent were obtained. In either case, however,
the material proved capable of being dried out to practically
its original weight; in some cases, however, in the magnesia
lumber there was a showing of an increase after such treat-
ment of from .1 per cent to 3 per cent increase over it
in weight. From this it would again appear that the asbestos
lumber, while not so high in insulation resistance as com-
pared with magnesia building lumber when perfectly dry, is
the better material for use under car bodies, and in other places
where moisture is liable to be present. It is obvious, of course,
that to prevent absolutely the absorption of moisture by both
of these materials, it is quite essential that they be painted
with moisture repellant paint, but, as there appears to be no
paint which is absolutely fireproof, and since the percentage
of moisture absorption is so small and is attended by no de-
terioration in the material after drying, it can be, used in many
cases without any finish.
The magnesia lumber lends itself much more readily to
being worked with ordinary tools such as saws, drills, etc., than
does the asbestos ; furthermore, the magnesia lumber permits
the driving of nails through it with great facility. Wire nails
can be readily driven in the asbestos lumber in thicknesses not
over in-» as shown particularly in the use of the lumber
"Century" asbestos shingle, J^-in. thick, in roofing and framing
of buildings, their most recent applications being the roofs of
the Hotel Bingham in Philadelphia and the Keasbey & Mat-
tison Company's factory buildings at Ambler, Pa. When sub-
jected to a vibratory test in the nature of rapid hammering,
the asbestos lumber appeared much more capable of with-
standing heavy blows and hard usage. The magnesia lum-
ber proved liable to split if a series of blows or a sudden shock
occurred near the edge. It proved very difficult to damage the
asbestos lumber by the most severe treatment; as a result of the
tests, it was seen to not indent easily, and under the treatment
given it did not break. Metal-working tools should be em-
ployed in cutting or sawing the asbestos building lumber, under
which circumstances the material is readily handled.
As a result of these tests, Prof. Sever concluded that of
the two, the asbestos lumber possesses better mechanical prop-
erties than the magnesia, although the latter is a better elec-
trical insulator than the asbestos, when dry. The asbestos lum-
ber, however, stands higher as a heat-resisting material and an
arc-resisting material than the magnesia lumber. Both of these
materials, when covered by a paint capable of preventing the
entrance of moisture, and which is not in itself of a fire-con-
ducting nature, will prove acceptable as electrical insulators.
He found that this treatment of applying the firepoof paint
would be quite essential in cases where potentials of over 500
volts are to be placed in close proximity to the materials.
A series of fire tests of the asbestos lumber was also made by
Prof. Ira H. Woolson, E. M., of Columbia University. As the
result of these and of other fire tests which their Chicago
laboratories have made, the National and New York Boards
of Fire Underwriters have recently signified their acceptance
of the materials for use under their specifications. The Boards
have also declared their approval of the use of this material
as an insulator, etc., for the protection of car bodies against
electric arcs, specifying merely that, in order to obtain struc-
tural strength required under such severe conditions, the ma-
terial be used in the ^4-in. thickness.
Important tests of the asbestos lumber for strength have also
been made by Prof. Woolson, which indicate that this material
compares favorably in strength with ordinary white pine, and
results are such as to warrant its use in places where it would
be subjected to hard usage.
One of the chief uses to which the material seems well
adapted is for insulating and fireproofing the lower parts of
the cars. The New York City Railway Company is using it
for this purpose on a large order of new double-truck cars
which are being built. The under-framing will be very care-
fully protected in this way, so that derangements to the elec-
trical apparatus cannot result in fire in the car. This company
is also putting the asbestos lumber to an important use for the
protection of its circuit breakers ; the breakers are housed in
compact and neatly arranged boxes, built entirely of this ma-
terial, and conveniently located beneath the car. The use of
asbestos lumber permits any possible destructive arcing to
occur at that point without damage or starting a fire in the
car framing.
The Interborough Rapid Transit Company is also using the
asbestos lumber for protecting the bases of the third rail in
the subway, where the rail comes within 3 ins. of the metal
structure, the object being to prevent any arc passing over.
The lumber for this purpose is painted with moisture-proof,
insulating paint, and is clamped on to the base of the rail.
They are also using it for panels in oil-switch and bus-bar com-
partment doors and for cable-flue partitions in their main
power station and sub-stations, besides using it on their new
steel cars under the buffer platforms for protection and special
insulation of the cable coupling and the motor leads under the
car, and also for protecting and boxing the car switchboard
in the motorman's cab. The General Electric Company is using
the asbestos building lumber extensively for finger shields, arc
deflectors, barriers, panels, hot-air ovens, linings and under-
floorings. The Brooklyn Rapid Transit Company has just de-
cided to install the asbestos building lumber on twenty new
cars just ordeied for the bridge service. The specifications of
these twenty cars provide that the underflooring is to be covered
with asbestos building lumber of not less than %-in. thickness,
as is provided in the specifications of the cars of the New York
City Railway Company. The Montreal Street Railway Com-
pany has also recently specified the material for some new
cars now being built by the J. G. Brill Company and the Niles
Manufacturing Company.
That its uses in the electrical field are manifold goes without
saying, and the development of these materials, through
several years of experiment, has proven an important de-
parture upon the part of the Keasbey & Mattison Com-
pany, which is to be congratulated upon the perfection of so
greatly needed a material. This company is now prepared to
furnish either the asbestos or magnesia lumber in standard
sizes of board, 42 ins. x 48 ins., and in special lengths up to
100 ins., in any thickness up to i-in. It is also prepared
to furnish the materials cut to any shape. The firm of Wendell
& MacDuffie, 26 Cortlandt Street, New York, has been ap-
pointed sole agents for the introduction of this material in the
electric railway and general electric field.
268
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
ONE CAUSE OF THE BURNING OUT OF MOTORS
BY W. G. PRICE
It is supposed to be impossible for a man to lift himself over
a hill by pulling on his boot-straps, yet electric motors accom-
plish very nearly a similar result with the added load of a
street car. They do this many times a day for many days in
the year before they fail, and the designers of motors deserve
great credit for having produced such efficient machines. The
motor pushes the car by rolling the wheel ahead so that some
part of the truck connected to the wheel is pushed by it. It
was, of course, the intention of truck designers that the truck
and car should be pushed through the axle journal bearings,
where the friction and resultant loss of power would be a mini-
mum, but in many cars this result is not accomplished.
By an inspection of most of the trucks in service to-day it
will be found that when the motor rolls the wheel ahead the
journal box can move from Y% in. to in. forward in the
has thus to furnish 120 units of force where 100 units should
be sufficient. The investor in street railway securities has not
only to pay for the extra cost of the plant required to run such
cars, but also for the coal and the brake shoes and car wheel
wear and burnt-out motors. When the car is stopped by the
application of the brakes the wheels are forced apart and the
shoes will then be found to be perfectly loose, so that the cause
of a car running slow, or the excessive heating of the motors
on long grades may not be suspected.
Of course, the remedy is to reduce this lost motion to a mini-
mum by a better construction of the trucks. By machine finish-
ing the sides of the journal bearings and the inside of the jour-
nal boxes, this part of the lost motion can be reduced to at
least 1-32 in. By adopting the equalizer bar type of truck the
effect of lost motion .between the boxes and pedestals will be
eliminated as the boxes are held a fixed distance apart. Trucks
which do not have their journal boxes connected by an equal-
izer bar could be made efficient except for a very close shoe ad-
justment by machine finishing the boxes and pedestals, but the
NEW PRIVATE CAR FOR MILWAUKEE
pedestal jaws, and that the journal bearing can move from
yi in. to j4 in- forward inside of the journal box, making a
total movement of from % in. to % in., and owing to the rapid
wear of the journal boxes and pedestals this movement is be-
coming greater. If we had no brakes on these cars we would
care nothing about this movement, as there would be no loss
of power, but good quick-acting brakes are a necessity. To
permit a brake to act quickly the shoes must be adjusted close
to the wheel, and if we get down in the pit with the brakeman
we will find that he adjusts the shoes to not over ]/% in. from the
wheels, and in many cases to within 1-16 in. of the wheels. Of
course, previous to this work of shoe adjustment, the car has
been stopped by the application of the brakes so that the wheels
have been spread apart by the movement of the journal bear-
ings in the boxes and of the boxes in the pedestals.
When the car is being rapidly accelerated, or when it is
being pushed up a grade, the rear wheels in each truck move
forward, owing to this loss of motion, until these wheels press
against the shoes, and then, as the shoes are rigidly connected,
the rear wheels move the shoes until the forward shoes press
against the forward wheels. Thus the motors in pushing the
car act also to brake all the wheels of the car. The coefficient
of friction between the shoes and the wheels is probably not
less than 20 per cent, so that for every 100 foot-pounds of
force exerted by the motors to push the car along 20 foot-
pounds are consumed in brake-shoe friction. The power house
rapid wear of these parts, due to the friction between them
when forced together by the application of the brakes, would
soon increase the lost motion, so that the motor would then
again be doing the aforesaid difficult stunt.
»+»
JOHN I. BEGGS' PRIVATE CAR, "MILWAUKEE"
Mention has been made before in these columns of the
private car being constructed by the St. Louis Car Company
for President and General Manager John I. Beggs, of the Mil-
waukee Electric Railway & Light Company. This car has now
been completed and is on exhibition in the Transportation
Building at the Louisiana Purchase Exposition. It is undoubt-
edly the most costly private car ever built for use on electric
railways. The accompanying engraving is from a photograph
of the exterior of this car. The interior is so divided into com-
partments that photographs giving an adequate idea of the in-
terior cannot be obtained. There is an observation compart-
ment on the right side of each end of the car, the left side
being occupied by a motorman's cab. Each of these observa-
tion rooms has an upper and lower berth, and a typewriter desk
is located in one compartment. These observation compart-
ments are finished in East India vermillion wood, with mar-
quetry inlay lines. The dining room, which is situated in the
center, is beautifully finished in Philippine rosewood, with mar-
August 20, 1904.]
STREET RAILWAY JOURNAL.
269
quetry inlay lines. In the dining room is a sideboard and a
fireplace. The table is circular, with chairs of special design.
A double refrigerator extends from the dining room into the
kitchen. The kitchen is finished in quarter-sawed oak, which
is provided with a range and linen lockers, besides the refrig-
erator above mentioned. Handsome silver lockers are provided
in the dining room. Besides the observation compartment,
dining room and kitchen, there are two other compartments,
one of which is finished in Hungarian ash, and is provided with
a sofa, upper and lower berth, dress-
ing case and folding washstand. The
finish in the other compartments is in
prima vera. This compartment has a
writing desk and folding bed, which
folds up in a cabinet under a book
case. The toilet room is finished in
zebra wood. The passageways are
all finished in vermillion. The ceil-
ings are full empire, decorated to
harmonize with the finish of each
room. The lower window sashes are
filled with polished plate glass and
arranged to drop into side pockets.
The upper sash is gothic form, with
art glass that is stationary. The
ventilator sashes are filled with
art glass. The interior lighting is by incandescent clusters,
covered with Holophane globes. The car is mounted on St.
Louis 23-E trucks, with four G.E.-74 motors, with type M mul-
tiple-unit control and Christensen air brakes. Both electric
and hot-water heaters are provided, the hot-water heater being
of Peter Smith make. The car is made of the maximum dimen-
AN INTERESTING EXPRESS AND FREIGHT CAR FOR THE
PUBLIC SERVICE CORPORATION OF NEW JERSEY
A car for freight and express service has lately been deliv-
ered to the Public Service Corporation of New Jersey by the
J. G. Brill Company, which is probably the most thoroughly
equipped and substantial car of the kind ever built for electric
service. The numerous manufacturing interests of the cities
along the lines of this extensive railway system offer an ex-
mss-
INTEKIOR OF FREIGHT CAR
sions which would permit its operations over Milwaukee city
streets. These dimensions are :
Length over all 51 ft. 6 ins.
Length over vestibule 50 ft. 6 ins.
Width over all ' 8 ft. 6 ins.
Width over sheathing 8 ft. 4l/2 ins.
Height from under side of sill to top of
roof 8 ft. 7^8 ins.
Truck centers 29 ft. 1 in.
From the foregoing description it will be seen that the car is
such that its owner can live on it in comfort for any length of
time, just as on any private steam railroad palace.
One thing which neither the description nor the illustration
can make clear, however, is the beauty of the various woods
used for the interior finish. These must be seen to be appre-
ciated. Undoubtedly the car will be inspected with a great deal
of interest at St. Louis this fall.
SIDE VIEW OF FREIGHT CAR FOR PUBLIC SERVICE CORPORATION
cedent field for service of this character. Equipped with pow-
erful wrought steel cranes at each side door, heavy pieces of
material may be conveniently handled. There are four 2-in. x
i-in. steel frames, bent to conform to the cross section of the
car, from which are suspended hooks, holding round-steel bars
or rollers. These are for holding long pieces of material that
are brought into the car through the
central window of the vestibules, and
iy2-h\. steel rollers are bracketed to
the dash outside of the windows to
prevent injury to the sash and facili-
tate the handling of materials. Two
powerful steel hooks are located on
each side of the car, which may lie
swung around out of the way, or re-
moved ; they are also intended for
suspending material. All parts of the
car which are liable to excessive wear
are sheathed with steel, and the slid-
ing doors are protected, when drawn
back, by %-in. steel, secured to heavy
wrought iron uprights.
The framing of the bottom and
side consists entirely of selected
white oak, including the side sills.
The side sills are 6 ins. x 10
ins., plated on the outside with ^-in. steel for their
full width and extended their full length. The end sills are
6 ins. x 10 ins. ; the side sills, 2y2 ins. x 4 ins., and the center
crossings, 6 ins. x 8 ins. Tie-rods of i%-'m. wrought iron are
located at each crossing, and brought through the sill plates.
The flooring consists of ij^-in. tongued and grooved white
oak, with steel plates counter-sunk, and extending from door
post to door post. The truss rods are iJ/2 ins. in diameter. Top
rails, side posts and side post bracing are composed of 3-in. x
4-in. white oak, and corner posts 4-in. x 5-in. The end door
posts have %-in. rods extending from top of head pieces to
under side of end sills, and side posts have J^-in. r0(,s- These
rods are let into the posts. There are ten steel carlins, \lA ins.
x in., one to each side post.
Length of car over bumpers, 42 ft. 8 ins., and over corner
posts, 32 ft.; width over sills, 7 ft. 9 ins.; width over trolley
board, 11 ft. 1 in.; width over platform from rail, 2 ft. y/2 ins.
270
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
A NEW NILES SINGLE-AXLE LATHE
The accompanying engraving illustrates a new design of
single-axle lathe which has many improvements upon it that
will make it of interest to railway shop managers, not only as
to capacity for production, but also as to economy of labor in
manipulation. This lathe is particularly well adapted to the
driven shafts at center distances under which belts could not
be operated. This not only saves greatly in the room occupied
by the machinery, but also results in a smoothness and quiet-
ness of operation that is impossible with any other type of
drive.
It will be remembered that the important feature of the
Morse chain, which is made by the Morse Chain Company,
Trumansburg, N. Y., is the rocker
type of joints incorporated in its de-
sign, which results in rolling instead
of sliding friction as would otherwise
result. One of the most important
advantages of this chain is its ease
of lubrication as well as its durability.
DOUBLE CYLINDER "LIGHTNING"
FLOORER
THE NEW NILES SINGLE-AXLE LATHE FOR RAPID MACHINING OF MOTOR AXLES.
MOTOR-DRIVEN THROUGH MORSE CHAIN DRIVE
machining of axles for electric railway service, whether ele-
vated, surface or interurban. Where very heavy axles are
used and must be handled in great quantities the double type
of axle lathe would perhaps be preferable, but under normal
conditions of operation this lathe is equal to the most exacting
requirements, its capacity being sufficient to provide for the
turning of the heaviest locomotive axles. It swings 12 ins.
over the carriage, and has a maximum capacity between cen-
ters of 8 ft.
As may be noted from the engraving, this lathe is provided
with a simple, single-speed headstock, which is provided with
a permanently-mounted double-equalizing driver for facility in
the mounting of the axle. Two carriages are provided, one
right hand and the other left hand, both having power feed
and rapid hand traverse. Brackets are also provided at the
rear of the bed on which formers may be placed. The bed is
of a very heavy design, strongly braced to resist torsional
stresses, and is provided with an effectively arranged oil pan
for facilitating the use of oil in rapid cutting.
An economical and efficient adjunct of this lathe's equipment
may be noted in form of the lifting crane. The lifting crane
consists of a jib crane, with an I-beam shaped section, and has
a radius of about 6 ft., which is sufficient length to project over
the middle of the bed. It is substantially mounted at the rear
of the tailstock, and is equipped with a rapid-lifting Harrington
hoist, by which axles may be handled into and out of the lathe
with the utmost rapidity.
The motor drive is an admirable example of the application
of the electric motor for the driving of machine tools. A 20-hp
Westinghouse direct-current motor is used, driving the tool
through a Morse silent chain. The motor is arranged for
variable speeds by the well-known system of field control, the
range made available at the motor armature being from 375
r. p. m. to 1500 r. p. m.
This drive is an excellent example of the applicability of the
Morse chain-drive to the driving of machine tools. Most
notable of all is the especially short distance between sprocket
centers — the Morse chain permits the location of driving and
T h e accompanying illustration
shows an improved flooring machine
for car shops recently brought out by
the J. A. Fay & Egan Company, of
Cincinnati. It was patented March
20, 1900, and is built especially for
those who make flooring, ceiling,
siding, casing and other work of that
character in large quantities. The
following are some of its important
points :
It works four sides 9 ins. or 14 ins.
wide up to 6 ins. thick, and by the use of belt-tightening ap-
paratus 2-in. stock can be matched to advantage. This last
device is a decided improvement on this machine, and one
easily appreciated by all woodworkers. The frame is massive,
prevents vibration and resists all strain, and the machine can
be run at a very high rate of speed, under instant control of
operator.
The feed is six large powerfully driven rolls, with expansion
DOUBLE CYLINDER "LIGHTNING" FLOORER
gearing, that can be easily raised and lowered, and the feeding-
out one is provided with scrapers.
The matching works are very heavy, and cylinders four-
sided and slotted, and chip-breaking lips are provided to work
cross-grained or knotty lumber. Shaving hoods swing outward
to give access to knives. Pressure bars have easy adjustments
to insure easy operation. Taken altogether, this machine will
be found to possess many new advantages, and is in fact one
of the most successful specialties of the makers.
James F. Shaw, of the Boston & Worcester Street Railway,
recently entertained the city officials of Salem, taking them on
a trolley ride from Salem to Worcester, a distance of 66 miles,
without a change. The route was over the Boston & Northern
Street Railway, from Salem to Boston ; thence over the Boston
elevated surface tracks to Chestnut Hill ; thence over the Bos-
ton & Worcester Street Railway to Worcester, where the trip
was completed over the Worcester Consolidated Street Railway.
The return trip was over the same route, a total of 132 miles.
August 20, 1904.]
STREET RAILWAY JOURNAL.
271
FINANCIAL INTELLIGENCE
The Money Market
Wall Street, Aug. 17, 1904.
The money market continues dull and without noteworthy feat-
ure. The tone is called firm, but rates and conditions remain prac-
tically unchanged from those prevailing at the close a week ago.
The influx of currency from the interior, and the arrival of new
gold from Japan and from the Klondike continues to increase the
cash holdings of the local banks, but the demand for funds, both on
call and time is unusually small, despite the increased activity in the
securities market. Money on call is in abundant supply at % and
1 per cent, but the inquiry is only moderate. Time money is prac-
tically at a standstill. The demand from stock commission houses is
almost nil. Lenders, however, are not disposed to prune their
funds, or to offer with any degree of liberality, owing to the near
approach of the crop-moving season, when it is expected that sub-
stantially better returns will be obtained in all classes of accommo-
dations. Sixty-day funds are quoted at 2 per cent, ninety days at
2J4 per cent, and over the year maturities at 3*4 per cent. Com-
mercial paper is moderately active, with 4 per cent the minimum.
Gold continues to go to Cuba in payment of the bonds recently
issued, the total amount to date being $7,000,000. The sharp de-
cline of about 40 points in the rates for sterling exchange, however,
puts gold exports to Europe out of the question, at least for the
present. The foreign money markets are somewhat easier, rates at
all the leading centers being slightly lower than a week ago. At
London call money ranges at between 2 and 2j4 per cent, while the
open market discount rate for short bills is 2J4 per cent. At Ber-
lin the rate is 2% per cent, while at Paris 1*4 per cent is quoted.
The Stock Harket
The past week has witnessed continuance of the rise in stocks,
with somewhat broader trading and considerable activity. It can-
not be said as yet that the outside public are taking much of an
interest in the dealings ; the business originating in commission
houses comes mostly from the semi-professional traders. For the
rest the operations of the regular professional element and the pools
make up the bulk of the business done. The fact that outside pur-
chases have not been much in evidence is one of the arguments
commonly heard that the upward movement has further to go, be-
cause there has been as yet not a sufficient opportunity to distribute
the holdings of the insiders. The great impulse behind the advance
is still the magnificent outlook for the cotton and corn crops. The
government report on crops published a week ago made an unex-
pectedly good showing, the condition of corn being estimated
higher on the first of August than on the first of July, and the condi-
tion of spring wheat being decidedly above what the recent stories
of damage in the Northwest had led the average person to expect.
In a general way, it may be said that the market, which had previ-
ously been one of specialties, took on its character of a general
advance immediately on the announcements of the crop estimates.
One circumstance which has prevented complete confidence on the
part of a speculative community is the reports of an unsatisfactory
situation in the iron trade. Following the recent cut in steel billets
made by the Republic Iron & Steel Company a week ago, there
have come all sorts of stories about an impending struggle be-
tween the steel-producing interests, and fears are entertained that
further price cutting and other evidences of an. unpleasant compe-
tition may soon lie witnessed. The practical result of all this is the
renewal of bearish feeling toward the Steel Corporation securities,
the weakness of which has undoubtedly retarded the upward ten-
dency in the general share list. Should events in this quarter prove
less serious than anticipated, we may look to see the upward move-
ment go on with the usual fluctuations attending every speculation.
Nothing yet has been definitely announced about the much-talked-
of traction deal. There is, however, an unusual confidence felt that
the advance in the Metropolitan issues is anticipating some very im-
portant change to be made known shortly in the affairs of the
property. Thai the arrangement contemplates some sort of an
alliance with the Interborough Company is the commonly accepted
version. Interborough stock on the curb is up nearly ten points
from where it was selling a week ago. The Metropolitan/ shares
mi the Stock Exchange have made no such record as this. Metro-
politan sold as high as T2p/l, and Metropolitan Securities went to
'fiVi, but since these high levels were reached toward the end of
last week both issues have felt the effect of very heavy realizing
sales, and have been weaker rather than stronger than the general
market. Brooklyn Rapid Transit developed some independent
strength, advancing to 5454 011 Monday. It was evidently
moving, however, in sympathy with the general course of prices,
rather than with the special operations in the traction group.
Philadelphia
Trading in the Philadelphia traction list has not been up to the
standard of activity set by other quarters of the market. Prices
have altered very little, dealings have been light. Philadelphia
Electric sold between 6J4 and 6jM? all the week. Union Traction
did not go above 54^ nor below 53%. Nine hundred shares of
Rapid Transit changed hands at the one figure of 13. Philadelphia
Traction did not vary from 98-K to Fifty shares of Reading
Traction were taken at 321/. Altogether it was a very stupid mar-
ket outside of two stocks, American Railways and Philadelphia
Company common. The former, after selling at 47^ for 340 shares,
moved up on odd lots to 49>}4. There was a very marked scarcity
of the stock for sale. Philadelphia common declined from 39 to
3854, then gained a point to 3954. The preferred sold down a
point from 45T4 to 44J4-
Chicago
There were no outside developments of interest in the market for
traction shares during the week. A few more sales were recorded
than in the previous weeks, but the increase was hardly noteworthy.
South Side Elevated continued heavy around 89. Fifty shares of
Northwestern Elevated common were taken at 16V2, and 50 of the
preferred at 47J4- West Chicago sold at 43, North Chicago at 70.
and Union Traction preferred at 30. One hundred Metropolitan
Elevated common sold at i8}4, and 25 shares at 1834. City Railway
sold at 172J/2 to 175 for 35 shares, and 30 shares of Metropolitan
preferred went at 54.
Other Traction Securities
Trading has been very light in all the Boston specialties during
the week. Elevated shares have hung idle around 150. Massachu-
setts Electric preferred has weakened again from 69^2 to 685.-2, 100
shares selling at the latter figure. No transactions are reported in
Massachusetts common. West End common sold at 91^4 and later
at 91, and the preferred at 112. Two hundred and fifty Georgia
Electric common changed hands at 44^2 to 45. In Baltimore the
United Railway generals were strong at an advance to 93M5. The
income bonds rose from 47 to 48, and reacted to 47^. Six hundred
shares of the stock were dealt in between 8% and 8%. The only
other transactions comprised Charleston Consolidated 5s at 84*4 to
85, Atlanta Street Railway 5s at io6;4 and Augusta Street Railway
Ss at 101. On the New York curb, the heavy dealings and sensa-
tional rise in Interborough Rapid Transit have monopolized in-
terest. Between 133 and 139, which were the low and high figures
for the week ending Saturday, 13,000 shares changed hands. On
Monday the stock advanced to 143H on transactions of 9000 shares,
and on Tuesday it rose to 144*4, with sales of 4500 shares. The
mysterious "deal" which has already been alluded to in a previous
paragraph, was the motive for this remarkable movement. Wash-
ington Traction issues were the only other active feature, 600 shares
of the preferred stock being dealt in between 65 and 66, and $148,000
of the bonds between 80% and 83 ;4. Nassau Electric 4s continued
their advance, selling on the curb as high as 85 and on the Stock
Exchange as high as 87. New Orleans 4j4s sold at 74?4-
Cincinnati Street Railway gained strength at Cincinnati last
week and advanced to 14254, sales about 260 shares, all small.
Detroit United advanced from 64*4 to 6554. Cincinnati, Newport
& Covington preferred sold at 88V2 on sales of 240 shares. Indian-
apolis Street Railway preferred sold at 8554 on several sales ag-
gregating $_| 7,000 worth.
Syracuse Rapid Transit bonds have been attracting attention in
Cleveland since the Andrews-Stanley interests acquired control,
and several large blocks were bought for investment purposes last
week at 90 to 90J4, with inquiiy for more at these figures. More
than $400,000 of the underlying bonds of the Detroit United have
been sold* lately to investors, and there have been private sales of
Cleveland & Southwestern, Cleveland Electric and Toledo & West-
ern bonds in rather large lots. Announcement is made that Eastern
interests have practically completed a deal to purchase $1,000,000
Northern Ohio Traction and Light 4s and 5s. The former have
272
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
been selling at around 58 and the latter around 72, and in view of
the earnings of the road, they are now regarded as first-class se-
curities.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
last week:
Closing Bid
Aug. 9 Aug. 16
American Railways ' 47% 49
Aurora, Elgin & Chicago : al2 al2
Boston Elevated 149 150
Brooklyn Rapid Transit 52% 53%
Chicago City 170 170
Chicago Union Traction (common) 4% 5%
Chicago Union Traction (preferred) — 30%
Cleveland Electric 71 70
Consolidated Traction of New Jersey 66% 66%
Consolidated Traction of New Jersey 5s 109 108y2
Detroit United 64 66
Interborough Rapid Transit 134% 142%
Lake Shore Electric (preferred) — —
Lake Street Elevated 3% 3%
Manhattan Railway 150 151%
Massachusetts Electric Cos. (common) 17% 17%
Massachusetts Electric Cos. (preferred) 69 65%
Metropolitan Elevated, Chicago (common) 18% 18%
Metropolitan Elevated, Chicago (preferred) 52% 52%
Metropolitan Street 123% 123%
Metropolitan Securities 88% 93%
New Orleans Railways (common) 9 9%
New Orleans Railways (preferred) a30% 29
New Orleans Railways, 4%s 74 74%
North American 85% 88
Northern Ohio Traction & Light 13% 12%
Philadelphia Company (common) 38% 39%
Philadelphia Rapid Transit 12% 12%
Philadelphia Traction 98% 98%
St. Louis (common) 9% 9%
South Side Elevated (Chicago) 88 89
Third Avenue 124% 124
Twin City, Minneapolis (common) 97% 99
Union Traction (Philadelphia) 53% 53%
United Railways, St. Louis (preferred) 53% 52
West End (common) 91 91
West End (preferred) HI Ul%
a Asked.
Iron and Steel
The alleged cutting of steel billet prices has furnished the chief
topic of discussion in the steel trade during the week. It is
pointed out, however, by leading authorities that the market for
billets has in reality been an "open market" for some time past, that
quotations have been adjusted on a sliding-scale system, declining
with the quotations for pig iron, and consequently that the big
consumers have all along been obtaining their billets for much less
than the nominal rate. A more serious possibility confronting the
trade is a dissolution of the pools in structural material and plates
which hitherto have been fairly successful in holding prices up to the
published schedules. Quotations are as follows : Bessemer pig iron
$12.35, Bessemer steel $23 (nominal), steel rails $28 (nominal).
Iletais.
Quotations for the leading metals are as follows: Copper 12^
to I2J4 cents, tin 27 cents, lead 4I/g cents, and spelter 4 15-16 cents.
■
CLEVELAND & SOUTHWESTERN POWER CHANGES
INTERBOROUGH RAPID TRANSIT REPORT FOR QUARTER
ENDING JUNE 30
The Cleveland 6k Southwestern Tcaction Company will shortly
abandon its old power station at Rockport, and the entire system
of 135 miles of road will be operated from the main station of the
company near Carlisle. This station, which contains two 1500-kw
Westinghouse-Parsons steam turbines, was fully described in a
recent issue of Street Railway Journal, and the abandonment of
the old plant is in line with the distribution plan outlined in the
article. Two 300-kw rotaries have been installed in the old build-
ing, and the old equipment, consisting of three 250-hp Allis &
Slater engines with three 300-kw Westinghouse & Walker gen-
erators, will probably be dismantled. The change is being awaited
with considerable interest by the engineers of the company, as it
will throw the full load of the system onto the turbines, and will
enable them to make some interesting efficiency tests which have
been impossible heretofore because the old station was cut in with
the new.
The Interborough Rapid Transit Company has filed at Albany
its report for the quarter ended June 30, which shows an increase
in surplus of $211,112. As the Interborough began operating the
Manhattan Railway under lease on April 1, 19x53, the quarter ended
June 30 last is the first which can be compared with a correspond-
ing quarter in the previous year. The earnings for the fiscal year
ended June 30, 1904, made up by combining the figures of the last
four quarterly reports, show: Gross earnings, $14,187,684; oper-
ating expenses, $5,846,052; net earnings, $8,341,632; other income,
$341,504; total income, $8,683,136; fixed charges, $6,757,412; sur-
plus, $1,925,724. This surplus is equivalent to SJA per cent on the
outstanding stock of the company.
The results of operation for the quarter ended June 30 are
shown as follows :
1904 1903
Gross earnings $3,746,101 $3,271,787
Operating expenses 1,532,213 1,302,089
Net earnings $2,213,888 $1,969,698
Other income 81,768 90,187
Total $2,295,656 $2,059,885
Fixed charges 1,537,222 1,512,563
Surplus $758,434 $547,322
The general balance sheet shows cash on hand $2,432,770, and
a profit and loss surplus of $1,773,048.
A dividend of 2 per cent on the $35,000,000 capital stock of the
Interborough Rapid Transit Company was paid on July 1.
PROPOSED PLAN OF REORGANIZATION OF THE BRISTOL
COUNTY STREET RAILWAY COMPANY AND THE
MIDDLEBORO, WAREHAM & BUZZARDS
BAY STREET RAILWAY COMPANY
The plan of reorganization of the Bristol County Street Railway
and the Middleboro, Wareham & Buzzards Bay Street Railway
provides for the organization of a securities or holding trust under
the name of the Southeastern Electric Companies, on the plan of
the Massachusetts Electric Companies, with a preferred stock and
a common stock and having as assets all the stock of the Middle-
boro, Wareham & Buzzards Bay and Bristol County Railways, and
to offer to creditors of the Middleboro Road common stock of
the trust in exchange for claims allowed by the receivers on the
basis of fifty cents on the dollar and to creditors of the Bristol
County Street Railway common stock on the basis of one hundred
cents on the dollar. In order to accomplish this it is proposed to
ask the receivers to sell the Middleboro and Bristol County prop-
erties subject to the respective mortgage deeds and to purchase
said properties at such receivers' sale in the interest of the holding
trust at such price as may be possible.
It will be necessary, if the Middleboro and Bristol County Rail-
ways are acquired by purchase at the receivers' sale, to raise ap-
proximately $150,000 in cash to settle prior claims and necessary
expenses. This is to be raised by a sufficient issue of preferred
stock of the trust, which shall be preferred in liquidation up to
par and be preferred in dividends out of the earnings up to 5 per
cent. The amount of the common stock of the holding trust dis-
tributed in exchange for claims may be roughly estimated at not
exceeding $700,000.
Under the above plan a creditor has the alternative to take such
dividend as a sale of the roads will yield him or to join with other
creditors who may be so disposed in working out the problem
through the conservation of the roads themselves.
It is reported, after investigation, that the physical condition
of the roads is good. The Bristol County has the right to build
through Seekonk to the Rhode Island line and is now so operated
as to run its cars to Pawtucket. The plans above set forth would
probably admit of running through cars from Pawtucket through
Attleboro, Taunton and Middleboro to Buzzards Bay, a total dis-
tance of about 50 miles. A connecting line could be built between
Taunton and Middleboro, a distance of about it miles, and with a
power house to operate the Middleboro road, the increase in fares
secured by the receivers and the joint operation of the roads econ-
omies could be worked that would no doubt result in creating a
surplus.
August 20, 1904.]
STREET RAILWAY JOURNAL.
273
INDIANA STATE TAX BOARD ENCOURAGES INTERURBANS
The Indiana State Tax Board has concluded to reduce the
assessments for taxation against the interurban roads operating
in the State. The decrease on the assessments was wholly unex-
pected by the interurban corporations, as their representatives
had only asked that they remain the same as for last year. J. L.
Jones, of Philadelphia, and George F. McCulloch and others ad-
dressed the members of the board and stated that the earnings
would have to be large this year if they covered the necessary
improvements on account of the flood and paid the operating ex-
penses and fixed charges. They impressed the board with the
fact that the interurban business was in its infancy, and that the
State of Indiana should do all in its power to encourage the
building of more railways and the improvement and extension of
those already built. The board voted to allow the assessment on
other corporate interests remain at about the same figure for
last year, including railroad, telegraph and telephone lines, pipe
lines, etc., but will decrease the assesment on express companies
and interurban lines.
♦♦♦
CHICAGO TRACTION MATTERS
The franchise ordinance which the Local Transportation Com-
mittee of the Chicago City Council has drawn up for the Chica-
go City Railway Company has been published in pamphlet form
for general distribution in Chicago. The essential features of this
ordinance were given in the Street Railway Journal of July 30.
The directors of the Chicago City Railway Company have taken
no action on this ordinance, many of them being out of the city,
and President Hamilton being in Europe. It is thought that a
similar ordinance will be drawn up for the Chicago Union Trac-
tion Company. The new ordinance cannot be voted upon by the
Council before fall. There is a possibility that it may be submitted
to a referendum vote of the people at the November election.
Mayor Harrison has expressed himself to the effect that unless a
petition is presented asking that the ordinance be submitted to
the people at the November election, he will consider that it is
acceptable to the people, and will be favorable to its passage.
Mayor Harrison has since issued the following proclamation re-
garding the ordinance:
To the Citizens of Chicago : I believe that the proposed Chicago
City Railway Ordinances is the best practical solution of the trac-
tion question in the present circumstances. It solves the question
of immediate improvement of the service, and at the same time,
by securing a waiver of the ninety-nine year claim, avoids expen-
sive and protracted litigation and opens the way for municipal
ownership.
In accordance, however, with my repeated pledges, I desire to
afford an ample opportunity for an expression of public opinion on
the proposed Chicago City Railway Company Ordinance. There-
fore, if a referendum is desired upon the proposition, it is sug-
gested that those who object to the passage of said ordinance imme-
diately undertake the work of securing the signatures necessary to
have the question placed on the ballot at the November election.
On Sept. 9, the time expires for filing the petition with the Board
of Election Commissioners in order to have the proposition sub-
mitted to vote at said election ; but if, by the date of the next
Council meeting, Oct. 3, it appears that a sufficient number have
signed such petition to indicate a general desire on the part of the
people of Chicago for its submission, I shall recommend to the
City Council that the consideration of said ordinance be deferred
a reasonable time for securing the remainder of the signatures
necessary ; and if the remainder of the necessary signatures are
obtained by Oct. 20, and if the question cannot be submitted at the
November election, I shall then recommend the deferring of the or-
dinance until it shall have been voted on at the spring municipal elec-
tion, 1905.
Unless a petition with the necessary number of signatures is filed
by Oct. 20 next, it will be assumed that the ordinance meets with
public approval, and will be called up for passage in the City
Council. Carter H. Harrison, Mayor.
The preparation of a plan for a through routing of elevated cars
has been referred by the Local Transportation Committee to
Frank Hedley, general superintendent of the Tnterborough Rapid
Transit Company, of New York, and George A. Yuille, general
manager of the Chicago Engineering & Constructing Company.
Mr. Yuille has already done much valuable expert work in con-
nection with Chicago's transportation problem.
THE LOADING OF FREIGHT IN THE STREETS
An interesting and important interurban question has been
raised at Kokomo, Ind., involving the right of interurban companies
to load and unload freight upon the streets of a city. Dr. J. C.
Thorn, in his complaint and action at law against the Indianapolis
Northern Traction Company, alleges that the traction company
uses the street in front of his house for loading and unloading
freight, and he challenges the right of the company to do this.
The company claims that its franchise gives it a right to such use
of the street, but the city officials- are inclined to oppose their in-
terpretation of the franchise. As this same question is likely to
be raised in other Indiana cities, the Kokomo case will be watched
with interest by traction managers and property owners.
—
CLEVELAND CROSS-TOWN LINE DEFEATED
In a sensational speech before the City Council Monday evening,
Aug. 8, Mayor Tom L. Johnson, of Cleveland, defeated the aims of
the Cleveland Electric Railway Company for a cross-town line
on Woodland Hills Avenue and Doan Street. The cross-town
line, which is badly needed by citizens of the south and east ends
of the city, was almost unanimously supported by the residents of
the streets to be traversed. The company only asked for a ten-
year grant, and there was every indication that the ordinance
would have passed had it not been for the Mayor's statements.
He declared that in the petition filed by the Cleveland Electric
Railway recently to restrain the Forest City Railway Company,
the three-cent fare company, from taking possession of Woodland
Avenue line on Sept. 8, 1904, under the ordinance granted by the
city some time ago, the Cleveland Electric Railway claimed that
every franchise it owns had been extended to 1914.
The company based its claim upon the fact that whenever
the city obliged the company to issue transfers from one line to
another or intersecting line, the grant of every line so included
was lengthened to the life of the grant that expires last, even
though not a word of such extension was mentioned in any of
the franchises. Mr. Johnson stated that, according to the com-
pany's claim, even where the city gave the company an ex-
tension of but a few blocks of track and then required the com-
pany to give transfers to and from the extension, the life of the
grants of all the connecting lines is lengthened to the life of
the last existing grant. The city claims the Woodland Avenue
grant expires in 1904. The company has claimed that with the
change from horse power to electricity, the life of the grant was
changed to the expiiation of the Lorane Street grant in 1908.
because the Woodland line was connected with it. Now the com-
pany in its court petition further claims that as the combined
Woodland-Lorane line issues transfers to the Willson Avenue
cross-town line, the life of the Woodland-Lorane franchise is ex-
tended to expire in 1914, when the Willson Avenue grant ex-
pires.
The Mayor warned the Council that if it passed the Woodland
Hills Avenue grant, and if the ordinance provided for transfers to
intersecting lines, the life of each intersecting line, if the Cleveland
Electric Company's claim holds good in law, would expire with
the franchise of the new cross-town line. The courts, he said,
might uphold the contention, and might not, but he urged the
Council not to take the risk. As a result the ordinance was tabled.
CHIHUAHUA ELECTRIC TRACTION PROJECT
Chihuahua, the capital city of the State of Chihuahua, Mexico,
and one of the most important commercial and mining centers in
the Southern Republic, will, it is expected, shortly start an up-to-
date electric traction system. Advices just to hand state that S. L.
Pearce, of Louisville, Ky., acting on behalf of American capitalists,
has obtained franchises and options on the existing horse car sys-
tems which operate in and around Chihuahua. The Campania
Tranvia de Chihuahua (the Chihuahua Tramway Company),
which operates slightly over 6 miles of mule lines, and is controlled
by Enrique C. Creel, the Chihuahua capitalist, who is well known .n
New York, will be converted into electric traction within a short
space of time if present plans go through. The Ferrocarril Mineral,
a steam system operating between Chihuahua and Santa Eulalia,
has also granted an option on its property to Mr. Pearce. The
Mineral road is about 15 miles long. Some 24,000 tons of ore are
carried over its line every month. It is also intended to operate
this line by electrical motive power. Mr. Pearce, who at the mo-
ment is in Chihuahua, is expected to pay a visit to New York about
the end of the month
274
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 8.
AN IMPORTANT TAX DECISION IN NEW YORK STATE
The Court of Appeals at Albany, in a suit against the Crosstown
Street Railway Company, of Buffalo, N. Y., to recover certain
moneys from the company in the way of taxes, has sustained
the contention of the railway company that the sum paid by it to
the city under agreement by which the municipality was to receive
;:. certain percentage of the company's gross earnings, should be
deducted from the city tax upon the company's special franchise
as assessed by the State Board of Tax Commissioners.
This agreement was entered into in January, 1892. Under it the
city collected $13,480.45 for 1900 and 1901, the year preceding the
levying of the special franchise tax. The tax amounted to $44,-
740.05, and this is the sum Comptroller Heerwagen, of Buffalo,
sued for in behalf of the city. The company expressed its willing-
ness to pay the franchise tax, less the sum paid into the city treas-
ury under what is known as the "Milburn agreement." In the
Trial Term of the Supreme Court the city secured the full amount.
The Appellate Division reversed this judgment. The Court of
Appeals directs that the judgment of the Appellate be modified
so as to reduce the judgment awarded by the trial court by de-
ducting $13,430 and interest.
The question that arose on trial was whether this payment could
be considered as a tax and therefore deductible from the amount
of the franchise tax under Sec. 46 of the Tax law. The Court of
Appeals holds that it is not a tax, but rather in the nature of rent.
Judge Cullen says : "It seems reasonable that the holder of a fran-
chise burdened by an annual rent or charge should not be taxed as
highly as the holder of a similar franchise unencumbered."
♦
NOVEL EXCURSIONS BY OHIO ROADS
The interurban roads centering at Dayton and Springfield, Ohio,
are working up a great deal of extra business by means of spe-
cial excursions to the several society institutions in that dis-
trict. Last week the Dayton & Western Traction Company, in
connection with the Dayton & Xenia Traction Company, had a per-
sonally conducted excursion to the Soldiers' Home at Xenia. The
excursion was composed almost exclusively of farmers and har-
vesters between Kingsville and New Paris, and over 1000 people
w ere handled. Guides conducted the excursionists to all points of
interest around the home and provided other conveniences which
tended to make the trip an enjoyable one. This month, in con-
junction with the Dayton, Springfield & Urbana Railway, the
Dayton interurbans will have excursions of Masons. Odd Fellows
and Knights of Pythias, from towns as far as Cincinnati and Rich-
mond, Ind. The delegations will visit the home of the respective
orders in Springfield.
♦♦♦
PRESIDENT CLARK SAYS LOS ANGELES SHOULD NOT
STAND IN HER OWN LIGHT
E. P. Clark, president of the Los Angeles-Pacific Railroad Com-
pany, upon his return to Los Angeles from a recent trip East
after high-speed rolling stock for improved service over all lines
of his company, said to a representative of the Street Railway
Journal :
"I am heartily in favor of broad-gaging all the street railway
systems of Los Angeles, and I believe in time it will be done.
Better service for both railroad and public can thus be obtained.
While in the East (and I visited all the larger cities) I saw no
street railway that could even compare with those of Los Angeles.
We have absolutely the best here, excepting no place in the United
States, if not in the world. Does the public appreciate that?
For every move that Mr. Huntington or anybody else makes to
improve, enlarge or better his system there is always a cry from
a certain class of citizens that the city is being robbed."
"But the fear is that broad-gage tracks will mean freight cars,"
was ventured.
"Yes, I have heard that cry before, and that is another point I
investigated in the East. I found that every street railway fran-
chise in the city of New York carried with it the privilege of
carrying freight, baggage, etc., to suburban points. The president
of one of the companies there told me that there was no hue and
cry ever raised about it, and that the public considers it a great
convenience. Stand anywhere in New York, and about every hour
or so an express car will come quietly along. If the stuff being-
hauled did not go in electric express cars, it would probably poke
along, blocking up the thoroughfares.
"Los Angeles cannot afford to be narrow-gage on anything; it
is growing too fast for pinching methods. The railroads are will-
ing to pay for what they get, but the public must not stand in its
own light."
THAT ST. JOSEPH-DES MOINES LINE
F. S. Mordaunt, of Mordaunt & Company, of Chicago, 111., has
been in Iowa most of the summer, promoting a new line of rail-
road from St. Joseph, Mo., to Des Moines, la. The St. Joseph,
Albany & Des Moines Railroad Company has been incorporated
under the laws of Missouri to construct and operate the line. Mr.
Mordaunt claims to represent New York capitalists before whom
the scheme was laid by him and Percival Steele, who is closely
identified with the Goulds. Mr. Mordaunt states that the New
York capitalists will furnish the capital to construct and equip the
road, provided terminals can be obtained in Des Moines and St.
Joseph, and the right of way secured between St. Joseph and
Des Moines. The surveyors are now in the field and have sur-
veyed the line from St. Joseph as far north as Cresto'n, la. They
will reach Des Moines some time during the latter part of August.
Surveyor Terhune, who is in charge of the engineers, states that
the route so far surveyed is entirely satisfactory, and that they
will be able to secure a 1 per cent grade. Mr. Mordaunt has been
visiting the cities and towns which will likely be reached by the
line, and has been endeavoring to interest the citizens thereof in
the project. Mt. Ayr, Creston, Arispe, Winterset and Macksburg
have been visited and the matter of taxes in aid of the road and
the granting of franchises and right of way have been presented
to the business men of the respective towns. The business men
and citizens of all the towns in Iowa, with the exception of Winter-
set, are heartily in favor of the project and will aid in providing
right of way and voting taxes. Mr. Mordaunt states that the out-
look for the construction of the line is really better than he an-
ticipated. The line, if constructed, will reach a part of Iowa which
is many miles distant from any line of railway.
♦♦♦ ■
EXTENSIONS OF THE SOUTH SIDE ELEVATED RAILROAD
CHICAGO
The stockholders of the South Side Elevated Railroad Com-
pany held a special meeting Aug. 9, at which they voted to rescind
the action taken at the last special meeting, when an increase of
$7,000,000 in the capital stock of the company was authorized. In
place of this it was voted to authorize an issue of $8,000,000 in 4^
per cent bonds. Of this amount $3,000,000 will be issued immedi-
ately, of which $750,000 will be used to retire a like amount of
present outstanding first mortgage bonds. The plans for exten-
sions have been under consideration for a long time, so that they
can be rapidly carried out. The present track mileage of the road
will be almost doubled by the construction of branches to Engle-
vvood ami the Stock Yards, and a third track between Fortieth
Street and the downtown district, over which express trains can
lie run. The company is now paying 4 per cent dividends on its
capital stock of $10,323,800, and earning more than 6 per cent.
Part of the bond issue will be taken by the Illinois Trust & Sav-
ings Bank.
COUNTRY FAIRS ARE BONANZAS FOR OHIO ROADS
The management of the Western Ohio Railway Company has
been largely instrumental in the successful formation of a fair
association known as the Western Ohio Fair Circuit. A fair cir-
cuit has been arranged as follows : Mercer County at Celina, Aug.
15 to 19; Darke County. Greenville, Aug. 22 to 26; New Bremen
Tri-County Fair, New Bremen, Aug. 30 to Sept. 2 ; Shelby County,
Sidney, Sept. 6 to 9; Allen County, Lima, Sept. 15 to 17; Miami
County, Piqua, Sept. 19 to 23 ; Auglaize County, Wapakoneta, Sept.
27 to 30, and Putnam County, Ottawa, Oct. 4 to 8. The lines of
the Western Ohio Company touch nearly all of these points. It
will give special rates and extra service for all of the events, and
expects to derive considerable revenue by moving goods and live
stock for parties who follow the circuit. The Cleveland & South-
western Traction Company will have fairs at Wooster. Medina,
Berea, Wellington and Elyria this fall. Through the Electric
Package Company it has made arrangements with a number of
parties to move their goods and horses to the fairs. Nearly all
ot the Ohio roads are making special efforts to cater to the country
fairs this year, and the convenience of the traction lines in moving
goods and people is giving new life to the old-time fairs. Many
of the roads are advertising the fairs in the large cities, and attract
a great deal of business from people who formerly lived in the
country, and who, when their attention is called to it, are easily in-
duced to attend the attraction in their native village.
1
August 20, 1904.]
STREET RAILWAY JOURNAL.
275
LOOKING OVER NEW YORK CENTRAL'S LINES IN CENTRAL
NEW YORK
Several steam railroad men connected with the Vanderbilt inter-
ests, and electric railway men connected with the Stanley- Andrews
syndicate, made a trip of inspection, Saturday, Aug. 13, over
the West Shore Railroad between Utica and Syracuse, N. Y., and
the Auburn branch of the New York Central, which operates be-
tween Syracuse and Rochester, with a view to the future running
of electric trains over those lines, as outlined in the interview with
Mr. Andrews in the Street Railway Journal last week. The
party included General Superintendent A. H. Smith, of the New
York Central ; Assistant Superintendent Fripp ; Engineer C. E.
Lindsey ; Horace E. Andrews, of Cleveland, president of the Utica
and Cleveland Electric Railways, and head of the Andrews-Stan-
ley syndicate ; First Vice-President John J. Stanley, of Cleveland :
C. Loomis Allen, general manager of the Utica Company ; Attor-
ney F. J. Kernan and others, including many of the heaviest stock-
holders in the Utica Company. The start was made from Utica
at 7 a. m., going to Fairport, near Rochester, over the West Shore,
the road reported to be slated for electrical service first. From
Fairport to Rochester the party went over the main line. From
Rochester the party took the Falls road to Suspension Bridge and
thence to Buffalo.
■ +++
TOLEDO COUNCIL TO EXAMINE TOLEDO RAILWAY &
LIGHT ACCOUNTS
The committee on street railways, of the Toledo Council, after
spending some time in going over the books of the Toledo Rail-
ways & Light Company, has decided to ask the Council for au-
thority to employ an expert accountant to check up the books and
report to the committee. This is done to verify the statements of
the company tending to show that passengers cannot be carried for
three cents with any profit.
*+*
FIRST SINGLE-PHASE SYSTEM IN THE EAST
The Philadelphia, Lancaster & Karrisburg Electric Railway, now
under construction between these Pennsylvania points, will be the
first single-phase system to be built in the East. The Tennis Con-
struction Company, of Philadelphia, is the contractor. C. J. Har-
rington, of New York, is filling the order for the overhead mate-
rial— 10,000 volt Empire type. The bonds will be of Chase-Shaw-
mut type. Westinghouse equipment will be installed in the power
station. The road will be about 40 miles long.
♦♦♦
NEW OFFICERS FOR NORTH SHORE ROAD, OF CALIFORNIA
Important changes just made in the personnel of the North Shore
Railroad, of California, indicate that California Northern Railroad
interests have become interested in the company and that the
Southern Pacific Company also is interested. It is denied, how-
ever, that any merger of the companies is contemplated. John
Martin is succeeded as president of the North Shore by Arthur
W. Foster, who also is president of the California Northwestern.
Other executive officers have all resigned with the exception of
H. E. Bothine, who remains a director. Vice-President E. J.
de Sahla is succeeded by P. N. Lilienthal. Second Vice-President
Richard Hotaling is succeeded by A. W. Foster. These new offi-
cers and E. Scott, J. W. Pew, James P. Bell, Wyatt H. Allen, J. E.
Doolittle and H. E. Bothine constitute the board of directors. Mr.
Foster says that General Manager W. M. Rank, General Passenger
and Freight Agent G. W. Heintz and the other officials of the
North Shore Railroad are not to be disturbed in their positions.
♦♦♦
PHILIPPINES ELECTRIC RAILWAY PROJECT
The construction of a somewhat extensive electric railway sys-
tem is contemplated in the province of Albay, which is located in
the southerly portion of Luzon, Philippine Islands. The proposed
route for the line will be from Legaspi through Albay (which has
a population of about 15,000 people), taking in the towns of Daraga,
Camaling, Guinnbatan and Legao. The building of a road to
Tabaco is also projected.
A. U. Betts, formerly governor of Albay, is now on his waj to the
United States in connection with the scheme, in all, il is intended
to construct some 50 miles of road.
THE THERMIT PROCESS IN GREAT BRITAIN
The English patent rights of the Dr. Hans Goldschmidt's
Alumino-Thermic Process have been sold to a company registered
in England under the style of Thermit, Limited, which will de-
velop and operate them in the United Kingdom. The new com-
pany has taken offices at 11 and 12 Great Tower Street, E. C,
and, besides selling the various compounds manufactured by this
process, is open to tenders for rail-welding contracts.
*<-,♦
DES MOINES INTERURBAN TO BUILD LONG EXTENSION
The Des Moines Interurban Railway Company have definitely
decided to construct a line from the present terminus of the Flint
Valley line through the town of Grimes, to Adel, the county seat
of Dallas County. The survey has already been made. The line
will be about nineteen miles in length. The company has already
purchased fifty acres of land in the neighborhood of the Flint Brick
Works, which will be used for freight terminals. A bridge will lie
constructed over the Des Moines River, just west of the present
terminus of the Flint Valley line. The actual work of construc-
tion will be started either this fall or next spring. It is the in-
tention to make connection at Adel with the proposed line from
Shelby, via Audubon, Guthrie Center, and Adel to Des Moines.
A NEW CONTROLLER REGULATOR FOR ELECTRIC RAIL-
WAY OPERATION
An interesting invention has recently been developed and pat-
ented by S. W. Williams, Lapeer City, Mich., for the automatic
control of the operation of street car controllers when cars are
being accelerated. The purpose of the mechanism is to so limit
the operation of the controller handle as to prevent its being
thrown around from the series starting notches into the parallel
position so quickly as to start the car with a shock or jerking,
and yet at the same time permit the propulsion current to be
thrown off the motors instantly. This has been accomplished
by an interesting mechanical movement interposed between the
operating handle and the car controller staff, by which the han-
dle is so restricted in its forward movement by an arrangement of
ratchets and pawls that the motorman cannot possibly throw the
power on fully at once; the mechanism permits him to throw the
current on to the motors a notch at a time, a considerable delay
between notches being made compulsory by the mechanism to
permit the motors to accelerate properly. If, however, it i^ found
desirable to throw off the current instantly, the arrangement of
ratchets is such as to permit this to be done in the usual manner.
Additional features are incorporated in the regulator which per-
mit the controller to be instantly reversed and thrown onto the
third reverse notch in case of impending danger; this is a very
valuable provision, as in emergency stops the first or second
notch of the controller is not sufficiently effective. An addi-
tional precaution provided for in this mechanism is that for lock-
ing the controller when it is desired to leave the car temporarily:
this is very simply provided for in connection with the regulator
mechanism.
♦♦♦
STREET RAILWAY PATENTS
UNITED STATES PATENTS ISSUED AUG. 9, 1904
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York. |
766,906. Street Car Fender; Ernest H. Schulze, Kansas City,
Mo. App. filed Dec. 23, 1903. Consists of the pivoted pick-up frame,
a cross-bar carried thereby forward of the pivotal point, a swing-
liar suitably supported, a rock-shaft journaled in the swing-bar
and having arms pivoted to the cross-bar, bars secured to the pick-
up frame and pivoted to the cross-bar, and a connection for hold-
ing the pick-up frame elevated and the swing-bar at its forward
limit of movement.
766,935. Controller for Trolley Poles: Herman R. De Long and
Rector Seymour, Warren, Pa. App. filed May 25, 1904. Automatii
means for throwing a weight into action to draw or pull the pole
downward when the wheel leaves the wire.
766,952. Electrical Contact Device for Intermittently Establish-
ing Circuits on Moving Cars; Jefferson D. Keen. Cincinnati, Ohio.
App. filed March t8, 1904. Provides contact pieces located exterior
to the car in connection with pivoted arms carried by the car ami
• having conductor wires mounted therein and metallic brushes re
276
STREET RAILWAY JOURNAL,
[Vol. XXIV. No. 8.
movably secured in said arms and adapted to make contact with
said contact pieces in the travel of the car.
766,999. Car Fender ; Henry W. Howe, Mexico. App. filed Feb.
24, 1904. The fender is mounted upon a vertical axis in such a
manner that when a person is struck thereby the impact will cause
the fender to swing latterally and shove the victim of the accident to
one side.
767,000. Fare Indicator and Register ; James H. Johnson, Dale.
Ind. App. filed Jan. 21, 1904. Indicates the kind and number of
fares for each trip and the total number of each kind of fares re-
ceived; also provides for indicating the outgoing and incoming
trips of the car.
767,018. Trolley Stand; Bruno Stenvall, New York, N. Y. App.
filed Nov. 10, 1903. Means for exerting a constant tension upon
the trolley pole in its different angular positions, consisting of a
block, a trolley pole hinged thereto, a lever hinged to the pole, a
lever hinged tckthe block and first-named lever, and a spring so
connected to the first-named lever as to exert a constant tension
on the pole in its different positions.
PATENT NO. 767,025
767,025. Trolley Base and Pole on Arm Therefor ; Geo. Volker,
Albert W. Goerlitz and August Goerlitz, Buffalo, N. Y. App. filed
Oct. 16, 1903. The movable support to which the trolley arm is
pivoted is supported between two sets of roller bearings, the set
which sustains the weight having the rollers horizontal and the
other having its rollers vertical in order to distribute the tension-
ing strain on the trolley pole.
767,144. Railway Switch ; William E. Grumbine, Baltimore. Md.
App. filed May 5. 1904. Comprises a vertically-movable revolvable
stem, a shoe at one end thereof and spring wings integral with
the shoe.
767,176. Automatic Switch ; William D. Sumpson, Columbia,
S. C. App. filed May 5, 1904. The device comprises a shoe having
a pivoted toe-piece, a spring for normally holding the toe-piece in
line with the body of the shoe, and means under the control of
the motorman for shifting the toe-piece laterally against the force
of the spring.
767,258. Brake ; Joseph E. Berry, Carterville, Mo. App. filed
Oct. 29, 1903. Provision is made for the switching in of a storage
battery or similar source of electrical energy should the car be
cut off from the trolley wire.
♦♦♦
PERSONAL MENTION
MISS CLARA COGSWELL has been appointed auditor of the
Springfield & Xenia Traction Company and the Springfield, Troy
& Piqua Railway Company, with offices in the Bushnell Building,
Springfield, Ohio.
MR. I. N. TOPLIFF, a well-known manufacturer of Cleveland,
Ohio, and a director of the Cleveland, Painesville & Eastern Rail-
way, died a few days ago, Mr. Fred S. Borton has been elected a
director of the company to succeed Mr. Topliff.
MR. G. S. FIELDS, who has long been connected with the Ore-
gon Water Power & Railway Company, of Portland, Ore., has been
promoted to superintendent of transportation, and Mr. W. H.
Tiffany has been promoted to the position of superintendent of
construction.
MR. A. B. HOGUE; who has been superintendent of the Indian-
apolis. Columbus & Southern Traction Company since its begin-
ning, has resigned from the company, and will be succeeded as
superintendent by Mr. George M. Saylor, who has been interested
in the road for some time.
MR. E. FILE COX, chief engineer of the Vincennes & New
Albany Interurban Railway Company, of Vincennes, Ind., is dead.
Mr. Cox was one of the best-known men in his profession in
Southern Indiana, and was engaged in running lines through Du-
bois County at the time of his death. He served several terms as
surveyor of Greene County.
MR. GEORGE F. MARSHALL has resigned as treasurer of
the Lowell, Acton & Maynard Street Railway Company, of May-
nard, Mass., and Mr. John W. Ogden has been elected as his suc-
cessor. Mr. Ogden also is superintendent, general manager and
purchasing agent of the company, and holds similar positions with
the Concord, Maynard & Hudson Street Railway Company.
MR. GEORGE C. CHADWICK has been appointed superin-
tendent and chief engineer of the Santa Cruz Electric Railway,
of Santa Cruz, Cal., to succeed E. S. West, who resigns on account
of ill health. Mr. Chadwick was in the employ of the United Rail-
ways in San Francisco for seven years. He also was chief engi-
neer of the San Jose & Los Gatos Interurban Railway at San
Jose. Mr. Chadwick is to have entire charge of the operating
department and maintenance.
MR. E. U. HARLAN, formerly general manager of the Ferro-
carriles de Monterey y Topo-Chico, of Monterey, Mexico, of which
Mr. S. W. Slayden, of T. B. Slayden & Co., 50 Broadway, New
York, was president, has been appointed manager of the recently
incorporated Monterey Electric Street Railway, Light & Power
Company, Ltd., reference as to whose plans for the construction of
an up-to-date electric traction system in Monterey was made in the
Street Railway Journal of Aug. 13.
MR. EDWARD F. WALKER, who last week closed the deal
for the acquisition of the horse-car lines, etc., in Monterey, Mexico,
on behalf of the Monterey Electric Street Railway, Light & Power
Company, Lid., which will electrically convert the lines, will be in
New York the first part of next week. While in this city he will
make his headquarters at the offices of T. B Slayden & Co., 50
Broadway. As part of the lines, for the construction of which
a concession was originally granted to Mackin & Dillon, of Mon-
terey, will have to be in operation by December next, it is believed
that Mr. Walker has decided upon the letting of some contracts for
material, etc., while here.
HON. WILLIAM I. BUCHANAN, deputy chairman and a di-
rector of the British Westinghouse Electric & Manufacturing
Company, Limited, and also a director of the other Westinghouse
interests in Europe, arrived in this country on Wednesday, and
will remain here several weeks before returning to London. He
reports business in England and on the Continent as being quiet.
The French Westinghouse Company's board has been lately reor-
ganized, four new directors having been elected. The new mem-
bers are among the most prominent and well-known business men
of France. The new chairman of the French company's executive
committee is one of these, the Marquis de Frondeville, one of the
most widely known among French banking officers.
MR. HARRY S. KEMP, of the Standard Electric Company, of
Norwalk, Va.. is dead. He succumbed to typhoid fever.. Mr. Kemp
lias been prominent in street railway work for some years. He was
at one time connected with the Brooklyn Heights Railroad, of
Brooklyn, N. Y.. and with the Staten Island Electric Railway. Later
he rebuilt about 75 miles of railroad for the Virginia Passenger &
Power Company in Richmond, and since then has been employed by
the Standard Company as superintendent of construction. Here his
work extended to all branches of the industry. Mr. Kemp was
;ibout thirty-nine years old. His home was in Quincy, Mass., where
his father and brothers reside. He was married about two years
ago to Miss Ray Field, of Lynchburg, who survives him.
MR. SAMUEL A. SPAULDING has been appointed to the
position of superintendent of power of the Brooklyn Rapid Tran-
sit Company, with headquarters at 168 Montague Street, Brook-
lyn, to succeed Mr. Franklin E. Morse, who died July 15. Mr.
Spaulding has had an extended experience in this line, having
been connected with the electrical engineering department of the
Brooklyn Rapid Transit Company for seven years, and is thus
familiar with the work and operating conditions upon the system
Mr. Spaulding was born in Danvers, Mass., and is thirty-two years
of age. He was educated in the public schools and in Dean Acad-
emy, and in 1894 received a technical degree at Tuffts College.
In 1896 he entered the electrical engineering department of the
Brooklyn Heights Railroad Company, in which position he re-
mained until last year, when he was offered the position of trans-
mission engineer in the new electrical department of the New
York Central & Hudson River Railroad. This latter position he
has resigned to return to Brooklyn, in order to take charge of the
power generation and transmission system of the Brooklyn Rapid
Transit lines, a system embracing five power plants generating a
total f over 50,000 kw, and seven sub-stations.
Street Railway Journal
Vol. XXIV.
NEW YORK, SATURDAY, AUGUST 27, 1904.
No. 9
Published Eveky Saturday by thb
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EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
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Address all communications to
STREET RAILWAY JOURNAL.
114 Liberty Street, New York.
Fender Maintenance
Ever since fenders have been introduced they have been the
bugbear of the master mechanic who has had them to main-
tain. In fact, it is rare to find a master mechanic who is in any
way enthusiastic about fenders, because he is apt to look at
fenders as simply devices which cause endless trouble in main-
tenance without considering their value in preventing acci-
dents. Let it be granted, however, that fenders are a nuisance
as far as maintenance is concerned and that no fender is in-
fallible, and we have still left enough points in favor of
the fender to make it worth while to look carefully after its
condition. Even supposing that the fender is of such crude de-
sign that it will safely pick up only 25 per cent of the persons
who would otherwise be run over by a car, it is manifestly
short-sighted policy not to maintain all the fenders on a road
at their highest state of efficiency, otherwise much of the in-
vestment that is made in fenders is simply going to waste or is
serving simply the purpose of conforming with some municipal
ordinance. If the company is to go to the expense of equipping
cars on its system with fenders it is certainly worth while to get
the most benefit out of them that is obtainable, even if the
fenders leave many things to be desired. That fenders are ex-
pensive to maintain on account of collisions with wagons and
the like, is granted ; but it costs practically no more to main-
tain them so that they are in their best working condition than
to give them simply the attention necessary to "keep up the
bluff" of having a fender on the car. The investment in fenders
is certainly too great to have its advantages virtually wiped
out by careless maintenance.
The Chicago Franchise Ordinance
We feel that it would be unsafe to predict with assurance
that the franchise ordinance for the Chicago City Railway
Company which has been completed by the local transportation
committee of the Chicago City Council is to accomplish an
early settlement of the franchise question in Chicago because
there have been so many "slips 'twixt the cup and the lip" in
the franchise negotiations which have been going on in that
city. Nevertheless, the fact that a complete ordinance has been
drawn up indicates that franchise matters are at least much
nearer a settlement than they have ever been before, because
no previous local transportation committee has drawn up a
complete ordinance with the idea of its early passage by the
City Council. That some progress has been made can now
also be seen from the fact that at last a tangible proposition
for the settlement of the question has been drawn up which
Mayor Harrison indorses. Mayor Harrison's attitude hereto-
fore has always been that of an obstructionist, and it is encour-
aging to know that at last something in the way of a franchise
ordinance has been framed that meets with his approval, even
though that ordinance leaves several things to be desired. Al-
though the principal features of this ordinance have already
been mentioned in the news columns of this paper, a brief re-
view of it here may be of interest in view of the fact that since
the ordinance was published there are many indications that
public opinion in Chicago is generally favorable to it, and for
that reason its passage by the City Council seems probable.
Furthermore, if this ordinance is passed by the Council and
accepted by the Chicago City Railway Company, operating on
the south side, it will undoubtedly mean the granting of a fran-
chise on similar terms to the Chicago Union Traction Com
pany, operating on the north and west sides.
The theory upon which the framers of this ordinance started
out was that the company owns franchises on various streets
expiring at different times, and that it is desirable for both
company and city to commute these various franchises ex-
piring at different times into one blanket franchise expiring at
a certain time. On some of the streets, according to the recent
decision of Judge Grosscup, the company has rights under the
278
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
ninety-nine-year act until 1958. On others the franchises have
but a short time to run. By some process of averaging, the
framers of the ordinance arrived at the conclusion that the
average life of the company's franchises is thirteen years. The
ordi nance then virtually says to the company, "Since you are
entitled to operate on the streets for thirteen years under your
present rights, we will give you this right to operate for thirteen
years more in consideration of the payment of 5 per cent of the
gross receipts each year for the thirteen years." This at first
seems like a rather absurd proposition, since it asks compensa-
tion for something to which the company is already entitled.
However, the city, if it takes the property or has any one else
take the property at the end of thirteen years, agrees to pay
the appraised cash value of the physical property of the com-
pany, which, of course, would leave the company considerably
better off at the end of the franchise term than if no provision
of this kind were made. And it was further evidently the idea
of the city authorities that "for the sake of peace in the family"
and a settlement of all disputes over franchises, the company
would be willing to exchange its present franchises for a thir-
teen-year blanket franchise, even if it did have to pay a little for
rights it already had. After the expiration of thirteen years
the city can, at the end of any year, purchase the company's
property at an appraised valuation, but the company must pay
10 per cent of its gross receipts to the city each year after the
thirteen years and up to twenty years. At the end of twenty
years the franchise expires, but the city must purchase or
cause to be purchased the property of the company at an ap-
praised valuation. These are the most important features of
the ordinance. To be sure, there are several thousand other
provisions specifying how the road,, shall be constructed and
operated. Much in the ordinance reads more like a set of speci-
fications got up for a contractor than like an ordinance grant-
ing a franchise. However, most of these provisions are harm-
less, as they specify nothing more than any good street railway
management in a city of the size of Chicago would provide in
any event, whether required by ordinance or not.
Testing Car Construction in Wrecks
It is not always apparent, or to be more correct, we should
say it is seldom apparent, when a car is new, what the real
quality of the workmanship is. Of course, some idea can be
formed of the finish, but beyond that there is no way of telling
what the real strength and stiffness and ability of the car to
stand long service without becoming loose jointed may be.
It occasionally happens that wrecks demonstrate very forcibly
the differences in car construction. Such car bodies go through
collisions or other wrecks almost intact except as to the part
actually in the collision. Sometimes in grade crossing accidents
one end of a car will be taken away and the rest will remain
so solid that scarcely a pane of glass will be broken at the rear
end. Other cars going through the same ordeal, if not com-
pletely wrecked, will be so loosened in the joints that they can
never be put in good shape again. Of course, much of the dif-
ference in the way cars behave in collisions is due to the differ-
ence in the weight of construction. Other things being equal,
a heavy car will always go through a wreck the best. The real,
fine art of car building lies in making a car body that will be
strong without undue weight. It is useless to expect to be able
to build interurban coaches that will not entirely go to pieces
in a wreck unless they are made heavy, and it would be unwise
to put light coaches on high-speed service. For low-speed ser-
vice in cities, however, there is a great opportunity to save
weight by good workmanship and good designs.
The Compensated Series Motor
The important announcement of the development of a suc-
cessful single-phase motor by the General Electric Company is
published in this issue, together with an extended description
of the principles, design and construction of the motor
and its performance during test runs on the Ballston division
of the Schenectady Railway Company. The fact that the Gen-
eral Electric Company was at work upon a single-phase motor
has long been known, but the type of motor has been kept a
secret. There was a general impression that the company
was developing the repulsion motor, but as will be seen from
the article in this issue, the machine is not of the repulsion,
but of the compensated series commutator type. In fact, the
motor is very similar to the original single-phase Eickemeyer
motor, developed and improved according to the light of mod-
ern experience in railway-motor construction. As the compen-
sated motor promises to be largely used in railway work, a few
words in regard to its general principles can well be given here,
leaving a more extended discussion of the application of the
motor as used on the Schenectady Railway for our next issue.
The compensated motor consists of an ordinary d. c. armature
revolving under the influence of a field developed by a dis-
tributed induction-motor winding, which is really nothing more
or less than a d. c. winding tapped at appropriate points, or at
least gives magnetic distribution equivalent thereto. This form
of winding, when used with alternating currents, reduces the
reactance of the system to a reasonable amount, and corre-
spondingly raises the power factor. Furthermore, there is no
doubt that it improves commutation from a d. c. standpoint.
An approach to the same device has been employed by
Thompson and Ryan in their generator with compensated com-
pounding coils, and somewhat similar magnetic distribution has
been secured by means of bushing the armature tunnel with a
thin magnetic tube, or what is the same thing, throwing an
isthmus across the pole pieces. Sparking in a dynamo or mo-
tor, or any device using a commutator, occurs when a circuit is
opened under conditions that cause the current to change, due
to such action. In other words, if there is no difference of
potential between the brush and the bar which it leaves, there
will be no spark. The spark is purely a matter of degree and
can be controlled either by making the resistance of the bobbin
and its leads so great that large short-circuit currents are
avoided, or by keeping the short-circuit currents within the
limits of reasonable sparklessness by controlling the flux rate
of change conditions at the moment of commutation. The lat-
ter method is that employed by the compensated motor, the
winding of which secures other advantages from an a. c. stand-
point also. Immunity from transformer action is secured in
this, as in other motors, by making the a. c. frequency so low
and the speed so high that the a. c. rate of flux change
is insignificant in comparison. In the case of a field with the
concentrated winding, if we may adapt an old term to fit a new
condition, the bobbin under commutation is moderately free
from flux change, and any transformer action is more serious.
With the commutated bobbin under controlled and moderately
large flux change conditions, the relatively small variation of
transformer action is masked, and is not so troublesome.
From a commercial viewpoint, the compensated motor is un-
usually attractive. The retention of so many features now fa-
miliar to the railway operator is a strong point in its favor,
and the service it gives over existing d. c. lines inspires confi-
dence to try the a. c. experiments. As a commercial problem
it may be stated that any device that is handicapped by the
necessity of combating invested capital is at a serious disad-
August 27, 1904.]
STREET RAILWAY JOURNAL.
279
vantage. Anything that requires the creation of a large scrap
heap of existing material for which money has been paid will
not be received with favor. So it is that the alternating-cur-
rent railway motor which can operate on both a. c. and d. c.
current may be received with open arms, in many places where
a. c. performance alone would debar it. This feature has been
strengthened in the equipment under consideration by the ap-
plication to it of the ordinary series parallel controller, which,
by the new slight changes effected by the commutating switch
carried on the front platform, can be used on both a. c. and
d. c. circuits.
That the compensated series motor will replace the present
d. c. form for city service may well be doubted. Its added
weight and consequently somewhat higher cost will act as
one reason, while the somewhat lower acceleration on an
a. c. circuit is another. As an a. c. motor it is essen-
tially a motor for long runs, but as such its future is most
promising.
Technical Education for Railway Men
We have already referred editorially to this topic apropos
of the coming discussion of it by Prof. Norris, but from the im-
portance of the matter it is worthy of no little serious attention,
and we cannot refrain from recurring to it. There is a very
broad question now obtruding itself at every turn, viz : Are the
technical schools doing the right thing so far as the needs of
technical industries are concerned? Do they fit a young man
to pursue these industries to the best advantage ? As regards
the value of education for its own sake and for the higher wel-
fare of the individual, we have no doubt, but there may be,
nevertheless, doubt as to the wisdom of the particular line of
education followed. The fact is that success in a specialized
and somewhat technical business like electric railroading re-
quires a clever man with an alert, well-trained mind, and in
so far the technical school can aid in his development, but
does it give him the best training that he can get in the time
available? At the very outset one must realize that while
there is always room at the top in a certain sense, the top is a
location not over-commodious, and for one man comfortably
planted there, one must reckon on having a score in reponsible
places down below. A battleship cannot be fought by the cap-
tain on the bridge; it requires the intelligent co-operation of
the under officers, the engineers and the men behind the guns.
And it is fundamentally important that all hands should know
their respective duties.
Now, in technical education is there not a certain tendency
to train men for the duties of the captain at the expense of
good, hard drill in the work of the lieutenants and ensigns, not
to mention the lower grades? We have a certain suspicion
that there is such a tendency which is in part responsible for
the doubts expressed by some captains of industry as to the
practical value of technical training. We do not believe that
any man in charge of a large enterprise seriously would prefer
to recruit his forces from the ranks of the meagerly educated
or would fail to recognize the value of specialized study in his
own line. What he sometimes does intimate is that such knowl-
edge is occasionally acquired at the cost of a thorough under-
standing of the every-day general principles that make a man
efficient in the work, so to speak, of a line officer. The fact is
that the time which the average intelligent young man can
devote to higher education is limited, as is evidenced by the
frequent demand for an abbreviated college course. With most
students the question is not how much they would wish to learn,
but how much they are able to learn in the time at their dis-
posal. Do our technical schools make the best use of their
time, taking into account the average capabilities of their stu-
dents and the nature of the average work for which they are
being trained ? On this point we must own that we do not feel
entirely at ease. One cannot take a young man at eighteen
and turn him out a thoroughly trained engineer at twenty-two.
In these days of extreme specialization the graduate is merely
at best put in line to work out his real professional training
intelligently.
Frankly, the curriculum of the ordinary technical school is
rather between hay and grass. It lacks of necessity the sort of
elaboration that would be possible in a post-graduate institu-
tion, and also the hard practical drill in fundamentals that
would be possible were fewer advanced studies attempted. The
same criticism applies in no small measure to the average
American college which tends to dabble in work properly be-
longing to a university in the larger sense, and thereby uses
up time which could well be applied to a broader collegiate
training. The consciousness of knowing thoroughly what one
knows, and of being ignorant of things one knows imperfectly,
is very valuable. There is sometimes a certain note of preten-
tiousness in technical courses that is greatly to be regretted.
It is a serious and important function to train young men for
practical achievement in modern industries, and there is a de-
mand for men so trained which cannot quite be met by the sup-
ply now being turned out. It is no easy matter to lay out such
a course of training, for instance, as would fit a young man to
enter the electric railway business, but it does seem possible
to do rather better for him than is usual in technical education.
We hope that the facts which are being collated by Prof. Norris
will tend to throw light on the problems before us. They will
at least point out some of the weak points of the training now
generally available, which is the next thing to devising a rem-
edy. The errors which seem sometimes to be made are not due
to lack of thoughtfulness or to ignorance, but rather to a real
enthusiasm that finds it no easy task to call a halt and face the
limitations that actually exist. Education in this country has
suffered not infrequently from over-enthusiasm — never from
lack of it. The common school, the technical school and the
college are part of our national life, and if they sometimes lack
co-ordination they never lack support.
Reinforced Concrete for Car Houses
The use of reinforced concrete has of late been steadily com-
ing into favor in construction work, but it is only recently that
large car houses have been designed of this material. It has
become well established by this time that fireproof qualities are
of very high importance in this class of building, and perhaps
no other point in car house design is better worth securing as
long as the building is laid out for convenient operation.
Experience has shown that the fire risk, which is inseparable
from the use of wooden and steel construction, must be reduced,
and the increasing valuation of each piece of modern rolling
stock adds emphasis to the conclusion that money spent in the
elimination of fire hazards is extremely well invested. The
concrete car house appears to offer a solution of the problem
at from 25 per cent to 30 per cent less than the cost of modern
steel construction, and there would seem to be no reason why
such a construction should not last indefinitely with little or no
sensible depreciation. The new car house which is to be built
at St. Paul of reinforced concrete at a cost of from $175,000
to $200,000, with a capacity of 180 45-ft. cars, and which is
described in this issue, furnishes a good illustration of the
"concrete tendency" in engineering construction, and will un-
doubtedly constitute one of the most interesting street railway
exhibits of tbe Twin Cities.
280
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
COMPENSATED SINGLE-PHASE MOTOR OF THE GENERAL
ELECTRIC COMPANY
The fact that the engineers of the General Electric Company
have been engaged for some time on the development of a single-
phase railway motor has been generally known, but the details
of the construction of the motor have been kept entirely from
the public until the past week. A public test of a car equipped
CAR EOUIPPED WITH FOUR 50-HP SINGLE-PHASE MOTORS ON BALLSTON
DIVISION OF SCHENECTADY RAILWAY COMPANY
with the new single-phase motors was made, however, on Aug.
19 on the Ballston Division of the Schenectady Railway Com-
pany. A number of well-known street railway managers and
several representatives of the technical press were present
during the run which was made from the works of the General
Electric Company, at Schenectady, to Ballston and return.
The motor is of the compensating commutator type, so called
on account of the field winding, which fully neutralizes or com-
pensates for the armature reaction, and the armature acts
equally well with direct or alternating current.
Both the compensating motors and control are adapted for
operation on the 2000-volt a. c. trolley between cities and the
standard 600-volt d. c. trolley in Schenectady. This ability of
the compensated motor equipments to run over tracks equipped
with either a. c. or d. c. trolley makes their field of application
very broad, as the cars can secure all the benefit of running over
existing city tracks without in any way sacrificing their run-
ning qualities upon suburban sections equipped with a. c. trol-
ley. The alternating-current motor, with its inherent advantages
of high-voltage distribution, is eminently adapted to replace the
steam locomotive on either high-speed passenger or heavy
freight-haulage work, and as the compensated type of motor is
perfectly adapted to operate on both a. c. and d. c. trolley, the
alternating-current motor must be considered a large factor in
future suburban railway systems. The compensated motor is
essentially a variable speed motor, differing in this respect from
the multi-phase induction motor, whose constant-speed charac-
teristics proved so serious a handicap to its successful adoption
in railway work. The speed-torque characteristic of the com-
pensated motor is very similar to that of the direct-current
series motor, while its commutating qualities and method of
control prove equally satisfactory.
On the Ballston extension of the Schenectady Railway ad-
vantage is taken of the ability of the compensated motor to
operate with either alternating or direct current. The exten-
sion is 15.5 miles in length, including 3.9 miles of city running
in Schenectady over tracks equipped with d. c. trolley. The
interurban section is double track on private right of way, 60
ft. wide, laid with 75-lb. T-rail, gravel ballast with maximum
grade of 1.8 per cent. Special attention has been given to the
high speed possibilities of the road, and no curve exceeds 4}4
degs.
Center-pole bracket construction is used, there being two
brackets supporting the two 600-volt d. c. trolley wires, and a
cross-arm supporting the two 2200-volt a. c.
trolley wires. The Ballston extension has been
operated for several months with direct-cur-
rent equipments, and their operation being con-
tinued in part necessitated an additional set of
trolley wires for the a. c. equipments, which
would not interfere with the d. c. trolleys. The
center poles are 34 ft. long, and are spaced
100 ft. apart, the a. c. and d. c. trolley wires
being No. 000 grooved section with no feeders
for the a. c. trolley, and with a 500,000 circ.
mil feeder reinforcing the d. c. trolley. The
d. c. trolley conforms to standard bracket con-
struction and presents no unusual features,
while the a. c. trolley wire is suspended from
a y%-'m. steel catenary. The a. c. trolley is
clipped to the catenary midway between poles,
and the catenary in turn is hung over porcelain
insulators on wooden cross-arms, the whole
forming a construction of great flexibility,
with the further advantage of providing excel-
lent insulation with standard porcelain insula-
tors and eliminating the span wires adjacent
to the trolley wire, thereby preventing the pole
catching should the trolley-wheel leave the
wire. This method of trolley construction is well adapted to
high-potential high-speed work in both its electrical and me-
chanical features.
OVERHEAD CONSTRUCTION ON THE BALLSTON LINE, SHOW-
ING DIRECT-CURRENT TROLLEY WIRES OVER CENTER OF
TRACK, AND ALTERNATING-CURRENT TROLLEY WIRES
ATTACHED TO CATENARY HUNG FROM PORCELAIN IN-
SULATORS ON SHORT CROSS-ARMS ON INSIDE OF TRACK
August 27, 1904.]
STREET RAILWAY JOURNAL.
The company befieves that 2200 volts can be used as a stand-
ard for most interurban railways. Where a higher voltage is
required, the motors will be built for 3300 volts or 5500 volts.
COMPARATIVE A. C. AND D. C. RESISTANCE, TROLLEY AND TRACK,
PER MILE OF CIKCUIT
D. C.
Resistance
A. C. Resis.
25 Cycles
_ . AC.
Rat'° D. C.
ohms
ohms
.318
.417
i-3i
One trolley and double track. .
.167
■259
1-55
Two trolleys and double track.
.088
•155
1.76
Double track alone
.OI74
.114
6.55
UNDER CROSSING OF BALLSTON LINE WITH BOSTON & MAINE
CULVERT, SHOWING ALTERNATING AND DIRECT-
CURRENT TROLLEY WIRES
With the a. c. system using a trolley and track return, there
is an inductive drop in the trolley and rails, with an additional
loss in the latter case due to eddy currents and hysteresis.
Measurements made upon the Ballston line indicate an ap-
parent trolley resistance of 1.3 times the ohmic resistance, and
a rail resistance 6.55 times the ohmic resistance.
The resistance of the a. c. trolley wire is somewhat reduced
by the steel catenary in parallel with it. The a. c. trolley wires
are 5 ft. apart and 16.5 ft. above track, while the four 75-lb.
track rails are tied together every 1500 ft. The increased re-
sistance with a. c. current is a serious factor in low-voltage a. c.
city systems, but since the compensated motor operates per-
fectly with the d. c. current of our city systems, no general
necessity exists for a low-voltage a. c. trolley.
The form of a. c. trolley adopted for the Ballston line is well
adapted to the requirements of steam roads where the local
service is taken care of electrically, and through passenger
and freight handled by steam locomotives, pending a complete
change to electrical operation. The trolley wire and insulators
being off-center are not exposed to the gases of the locomotive
exhaust with consequent deterioration, and, furthermore, a
catenary construction placed off-center can be hung much lower
than a standard center wire without interfering with brake-
men on freight cars. A low-running trolley at the side of the
car is also preferable in main line operation, as it conforms
better to the clearance diagram of such roads without calling for
NO. 27 TRUCK EQUIPPED WITH TWO G. E. A. 604 MOTORS
too great a change in height of the trolley-wheel or bow. The
trolley suspension adopted on the Ballston line therefore affords
valuable experience with a form of construction adapted to the
requirements of electrically-converted steam-operated lines.
The present sub-station of the Schenectady Railway is tem-
porarily located at Ballston Lake. This sub-station is operated
from the distributing system of the Hudson River Power Com-
pany, but owing to the fact that this system operates at 40
cycles it became necessary to introduce a frequency changing
device, and an inverted converter operated from the sub-station
d. c. bus-bars afforded the most ready means of obtaining 25-
cycle current. The permanent sub-station will be erected at
Ballston and the inverted converter will be replaced by a motor-
FRONT AND REAR VIEWS OF G. E. A. 604 COMPENSATED A. C. RAILWAY MOTORS
282
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
generator set, which will give better regulation than can be
obtained from an inverted rotary converter. The sub-station
feeds directly into the trolley circuit at 2200 volts, with no out-
side transformer sub-stations.
Owing to the fact that 25-cycle three-phase generators are
almost universally used to supply rotary converters in existing
interurban railway systems, the General Electric Company has
adapted both the design of the compensated motor and the a. c.
distributing system to operate from existing 25-cycle generating
stations. As the alternating-current motor is single-phase, a
induction motors, etc., the preferred arrangement to balance
the load at each sub-station is to install three-phase, two-phase
transformers connected two-phase on the secondary side and
feeding separate trolley sections from the two phases. Such
an arrangement is also shown in the lower diagram on page
284.
The car equipped with the compensated motors weighs 30.4
tons total without passengers, and is geared for a maximum
speed of about 43 miles per hour on level. The car manufac-
tured by the J. G. Brill Company has a 32-ft. body, is 43 ft.
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Speed Time Curve D. C. Running
MOTOR AND SPEED TIME CURVES A. C. AND D. C. RUNNING
single-phase generating and distributing system commends it-
self on account of its simplicity. The step-down transformers
may be tied together on the low-tension side through the trol-
ley, with consequent reduction in amount of copper required.
Each sub-station acts as a reserve to the adjacent one and a
transformer may be cut out without shutting down a trolley
section. A standard sub-station layout is shown in the upper
diagram on page 284, showing both an intermediate and ter-
minal sub-station fed from a single-phase source of power.
When it is desired to make use of or install a three-phase
generator to take care of the operation of rotary converters,
over all, and a seating capacity of forty-four passengers. The
body is mounted upon Brill No. 27 trucks, having 6-ft. wheel
base, each truck carrying two compensated motors, each motor
equivalent to a 50-hp direct-current motor, standard railway
rating.
The General Electric a. c. compensated motor consists of an
annular laminated iron field with a distributed winding similar
to that of an induction motor, and an armature and commutator,
both similar in general mechanical construction to a d. c. rail-
way motor armature. The brushes are of standard width and
size, and the holders are permanently fixed at the neutral posi-
August 27, 1904.]
STREET RAILWAY JOURNAL.
283
tion. The width of air-gap adopted is about twice that em-
ployed with stationary induction motors of corresponding size.
These motors are wound for 200 volts, are permanently con-
nected two in series, and are fed from the 400-volt secondary
of an 80-kw air-blast step-down transformer carried on the car.
The distributed character of the field winding fully compensates
for the armature reaction, so that power factors are relatively
irrespective of the load, the drop in an a. c. railway system is
accumulative up to and including generator and engine regula-
tion. It is desirable, therefore, to maintain as good a power
factor as is consistent with good motor design, in order to limit
the total drop of the system to a reasonable amount.
A set of motor characteristics is shown in diagrams on
page 282 for both a. c. and d. c. running, respectively. It will
Car lA/'r/ng for rY-23 Cor? tro/ '/&r~S' vyt/7 roiyr & FA-6C4 Afe>£a/~^
for A/ternot'ng ona> D/rect Current Operofon
-WWWWVW 5
DIAGRAM OF CAR WIRING
/'Wru-Lru'-
rtrst<Ser/&s OC
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Ij-LTUTJ-U1
rntermediate Jtejos Cat Out Ject/ons of~ ftes/stonce
MOTOR CONNECTIONS FOR FOUR MOTORS USED IN BOTH A. C. AND
D. C. SERVICE
high throughout the range of operation. This type of motor
is so designed that at the free running speed of the car, which
is the condition most frequently met with in suburban work,
the power factor and efficiency are nearly at their maximum
values. A high power factor is desirable, as it reduces the
capacity and cost of the generating and distributing systems,
and more especially effects a material improvement in the regu-
lation of the a. c. generators. Unlike a d. c. system which has
a practically constant potential at the sub-station bus-bars,
be noted that the speed-torque characteristics for
a. c. running are equal to d. c. running in meeting
the requirements of railway work. Unlike the mul-
tiphase induction motor, with its practically con-
stant speed characteristic, the compensated a. c.
motor varies its speed with the load, and is thus
better adapted to operate trains over an irregular
profile. The commutation of the compensated mo-
tor is equally satisfactory when running a. c. or
d. c, and this good commutation is secured by care-
ful electrical and mechanical design without re-
sorting to high resistance leads.
The controller used is the standard K-28 direct-
current series parallel controller employed in con-
nection with a .commutating switch to change
field connections, cut-out step-down transformer,
change-line fuses, etc. The time required to oper-
ate the commutating switch is but a few seconds.
The scheme of connections both in diagrammatic
form and for the complete car wiring is shown on
this page.
The commutating switch is interlocked with
two main oil switches, one being in the high-
tension a. c. and the other being in the direct-
current circuit; this interlocking is so arranged that
only one switch can be closed at a time and the com-
mutating switch can only be thrown when the oil switches
are in the off position. Owing to the fact that the a. c. trolley
construction is off-center, while the standard city and suburban
trolleys are directly overhead, it has been necessary to provide
double sets of trolleys, one for a. c. and the other for d. c,
hence the necessity of interlocking the oil switches and com-
mutating switch to prevent trouble should both trolley poles
284
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
it 000 v ai/s
INT£RMEDIAT£ SUB STATION TERMINAL SUB STATION
POWER DISTRIBUTION SYSTEM FOR SINGLE-PHASE RAILWAY, SINGLE-PHASE TRANSMISSION, SINGLE TRACK
J. * 5. T. + ^ SWITC0C9.
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INTERMEDIATE SUB- STATION. TERMINAL SUB -STATION.
POWER 'DISTRIBUTION SYSTEM FOR SINGLE-PHASE RAILWAY, THREE-PHASE TRANSMISSION, SINGLE TRACK
August 27, 1904.]
STREET RAILWAY JOURNAL.
285
accidentally be up at the same time. Where center-wire con-
struction is used on both the city and suburban sections, the
a. c. and d. c. trolley wires may be overlapped for a short dis-
tance to facilitate changing from one trolley to the other.
With equipments operating with both a. c. and d. c. power
the engineers of the General Electric Company have considered
difficulty in suitably locating the proper apparatus, even when
equipped for d. c. running only. With cars equipped for both
a. c. and d. c. running, using series parallel controller, there
will be required but slightly more space and weight than for
d. c. running only. Should, however, advantage be taken of the
slightly better efficiency of a. c. potential control, such cars
SIDE AND END VIEW'S OF 80-KW TRANSFORMER
it preferable to utilize the standard series parallel controller
in order to minimize weight of controlling apparatus. Such a
method of operation will not give quite so high efficiency when
accelerating with alternating current as could be obtained with
potential control. This difference in efficiency, however, is
very small, due partly to the infrequency of stops occurring
K-26 SERIES PARALLEL CONTROLLER
C ( J M MUTATING S W IT C H
upon those sections of the road equipped with a. c. trolley, but
principally due to the flexible character of the speed-torque
curve of the a. c. motor, which gives a high efficiency of ac-
celeration with series parallel control.
With modern suburban cars, especially those equipped with
train control, air brakes, air compressors, etc., there is some
must be operated a. c. upon both suburban and city sections
or the installation of two separate controlling systems must be
considered, necessitating a considerable increase in weight and
difficulty in providing room for the necessary apparatus.
For locomotive or other service where no necessity exists
for operation over d. c. systems, the manufacturers believe that
the potential method of control may offer advantages
sufficiently great to warrant its adoption.
The 80-kw step-down transformer is air cooled,
forced draught being obtained by motion of the car
itself. The transformer is suspended below the car
floor and all primary leading in wires are carried in
brass tubing which is grounded. Car lighting and
heating is effected from the d. c. trolley in the stand-
ard manner and from the a. c. trolley from the sec-
ondary of the transformer. Trolley poles and wheels
are of standard design, the a. c. trolley pole being
somewhat shorter, as this wire is lower than the d. c.
trolley. The base of the a. c. trolley is treated with
vacuum compound and further insulated from the car
body by composition insulators. The air compressor
for the brakes and whistle is operated by a compen-
sated motor which operates from both a. c. and d. c.
circuits.
It is instructive to compare the performance of the
compensated motor equipment when operated with
a. c. and d. c. current. A set of speed-time runs is
shown in the diagrams on page 283, taken over the
same stretch of track with a. c. current and repeated
with d. c. current. The d. c. speed-time and ampere-
time curves are typical and require no particular
comment. The a. c. run, taken under exactly
similar conditions over the same track, illustrates
what can be expected from series parallel control
with compensated motors. The rate of accelera-
tion is somewhat lower in the a. c. run, hence requiring
the application of power up to and moment of braking. The
shape of the speed-time curve also is characteristic of alter-
nating-current motor work — that is, a comparatively short time
on the controller with a large amount of motor-curve accelera-
tion. Tbe short period of fractional voltage running of alter-
286
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
nating-current motors makes the method of their control of
secondary importance and largely minimizes the economy of
potential control over series parallel control.
All speed-time runs taken on the Ballston line were made
over a distance of 1.6 miles on tangent level track at an average
speed of 32 m. p. h., or a schedule speed of 29.5 m. p. h., in-
cluding fifteen-second stops. The compensated motor equip-
ment has thus demonstrated its ability to make as high schedule
speed as any suburban road now operating direct-current equip-
ments under like conditions. The following constants apply to
both sets of runs:
COMPARATIVE A. C. AND D. C. RUNS
D. C.
A. C.
1.6 miles
1.6 miles
31.55 tons
31.55 tons
180 seconds
180 seconds
Average current power on
229 amperes
346 amperes
Average voltage
606
425
Volt amperes lull speed on level
96
no
Volt amp. hrs.,per ton mile of given run
86.3
125-5
32 m. p. h.
32 m. p. h.
Schedule speed, including 15 sec. stop
29-5
29-5
The lower volt-ampere hours per ton-mile of the d. c. run
is partly due to the better efficiency and power factor of the
CONCENTRIC CYLINDER OIL SWITCH, S. P. D. T., 200 Am f ERE,
2000 VOLTS
compensated motor when run d. c, and partly due to the some-
what higher rate of acceleration, permitting some coasting and
resulting in a more efficient speed-time curve. The difference
A. C, D. C. AIR COMPRESSOR
in volt-amperes a. c. and d. c. depends upon the length of a
given run, and the values approach each other more nearly
with a run of greater length. It will be noted that the com-
pensated motors run the car at practically the same speed with
200 volts per motor a. c. and 300 volts d. c. This uniform speed
is obtained by series paralleling the fields, as shown in diagram
of connections on page 283.
THROUGH ELECTRIC SERVICE BETWEEN NEW YORK AND
PHILADELPHIA
The through electric service between New York and Phil-
adelphia has proved so popular that on Aug. 4 the Public Ser-
vice Corporation, the Trenton & New Brunswick Railroad Com-
pany and the Camden & Trenton Railroad Company, which
together operate the service, announced the establishment of
an hourly headway of cars between New York and Trenton,
and a forty-two-minute headway between Trenton and Cam-
den. A change of cars is necessary at Trenton, as the gage
of the track between Jersey City and Trenton is 4 ft. 8y2 ins.,
whereas that between Trenton and Camden is 5 ft: This
change is the only one required. In addition to an hourly
service between New York and Trenton, and which commences
at 6 a. m. and extends to 7 p. m., intermediate through cars
between New Brunswick and Trenton are run on the inter-
vening half-hour, commencing at 8:30 a. m. and until 8 p. m.,
after which there is an hourly service between these two cities.
The running time, including the ferry across the Hudson River,
from New York to Trenton is five and one-half hours; from
Trenton to Camden is three hours.
The fare from New York to Philadelphia, one way, is $1.10,
as compared with $2.50 on the steam railroad. The round-trip
is $2, as compared with $4 on the steam railroad.
The cars operated between New York and Trenton are the
standard double-truck semi-convertible cars of the Public Ser-
vice Corporation. They are equipped with four No. 56 West-
inghouse motors, and eleven cars are required for the service.
The traffic, as stated, has been very gratifying, and it is un-
derstood that the receipts amount to about $3.60 per car-hour,
or 35 cents per car-mile. The cars between Trenton and Cam-
den are somewhat smaller, and seat about forty passengers
each. The population served on the Camden & Trenton line,
exclusive of the population of the Camden & Trenton, is about
38,000, and the cars are earning about $3.20 per car-hour. The
traffic is so large that the Camden & Trenton Company has re-
cently ordered ten new cars from the Brill Company and will
establish a half-hour service. These new cars will seat forty-
eight passengers each, and will be equipped with four G. E.-57
motors and K-14 controllers. One of the towns on this divi-
sion is Florence, where a large tract has just been secured by
the John A. Roeblings Sons' Company for the establishment of
its new wire works. These works will employ about 2000 men.
THERMIT RAIL-WELDING IN H0LY0KE
The Holyoke Street Railway Company has placed an order
for a number of thermit joints with the Goldschmidt Thermit
Company, of New York. The work is being carried out by the
trackmen of the Holyoke Street Railway Company, under the
supervision of the company's engineer, George Pallissier, and
on the first day twenty joints were successfully laid. The
Holyoke company was the first in the United States to place a
provisional order for welding joints by thermit, and 160 joints
will be laid with this process.
The New York City Railway Company has welded fifty joints
on Lexington Avenue by this process, and is continuing the
work on Madison Avenue. A number of other companies are
now trying the process on a small scale. If it had been possible
for the manufacturers to have completed arrangements for
manufacturing thermit in this country a little earlier in the
season, they state that a very large business would already have
developed.
August 27, 1904.]
STREET RAILWAY JOURNAL.
287
NEW CAR HOUSE AND SHOPS FOR THE TWIN CITY RAPID
TRANSIT COMPANY
The Twin City Rapid Transit Company, which controls the
street railway service of St. Paul and Minneapolis, is planning
extensive additions to its facilities for handling rolling stock,
and work will shortly commence upon a new car house in the
Midway district between the two cities. During the last few
years the business of the company has increased at a rate which
has made necessary a notable enlargement of its physical plant,
and the building of the new car house will be but a single step
convenience comes from the location of the car house and shops
directly on the line of the shortest and quickest interurban
route between Minneapolis and St. Paul — the University Ave-
nue line.
Fig. 2 shows the general layout of the :iew car house and
shops, which will occupy a lot owned by the company on Snell-
ing Avenue, St. Paul, between University and St. Anthony
Avenues. The area of this lot is not far from 19 acres. Be-
sides the car house, the plans of the company include the fol-
lowing building: A paint, varnishing and upholstering shop
with an office, 300 ft. x 125 ft. ; a coach shop, 300 ft. x 200 ft. ;
REVISED REAR ELEVATION
REVISED FRONT ELEVATION
REVISED CROSS SECTION
FIG. 1.— CROSS-SECTION AND ELEVATIONS— SNELLING AVENUE CAR HOUSE— TWIN CITY RAPID TRANSIT COMPANY
treel Ry.Journ
toward the construction of some of the most extensive car
shops in the West. The company builds its own cars, having
adopted a standard car 45 ft. 2 ins. in length, with four 40-hp
motors per equipment, it needs all the modern facilities of a
standard manufacturing plant, so that the layout of shops to
be completed in the Midway district is being designed with all
the care which would be given to the division mechanical head-
quarters of a large steam railway system.
At present the company's principal shops are located at
Thirty-First Street and Nicollet Avenue, Minneapolis. While
this point has the advantage of being located outside the busi-
ness center of the city, it is not as convenient as the Midway
location, which is not far from the geographical center of the
entire transit system. Then, too, the Midway shops are to be
built in a suburban section, and possess a strategic position in
regard to the execution of quick repairs, as disabled cars will
have a much shorter average run to the shops than the present
Thirty-First Street quarters demand. Still another point of
a mill, 150 ft. x 100 ft. ; a dry kiln, 50 ft. x 40 ft. ; a store room,
200 ft. x 100 ft. ; a motor repair shop, 250 ft. x 90 ft. ; a machine
shop, 250 ft. x 60 ft. ; a truck, frog and blacksmith shop, 150 ft.
x 100 ft. ; a foundry, 100 ft. x 75 ft. ; an iron house, 75 ft. x
25 ft., and a coal house of the same dimensions. Power will
be supplied by a plant 100 ft. x 100 ft. ; oil will be stored in a
fireproof building 40 ft. x 30 ft., and there will be a transfer
table 605 ft. long x 90 ft. wide, extending through the center
of the shop layout, so that cars may be handled with a maxi-
mum of convenience. The area occupied by the buildings will
be about 4.8 acres, while the addition of the new car house,
covering 3.2 acres, brings the total ground covered to 8 acres.
The design of the car house is a radical departure from ex-
isting practice through the use of reinforced concrete in prac-
tically every detail of construction. Foundations, pit floors,
walls and roof will all be of this material. Fig. 3 shows the
general plan of the car house, which occupies an area 550 ft.
long x 266 ft. 7 ins. wide, slight modifications having been made
288
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 9
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August 27, 1904.]
STREET RAILWAY JOURNAL.
289
in the dimensions of Fig. 2. The
capacity of the car house is 180
45-ft. cars, and its cost is estimated
between $175,000 and $200,000. The
building is to be one story in
height, and will be divided into
five essentially separate divisions.
There are to be three car-storage
halls, each about 520 ft. long x 39
ft. 9 ins. wide. Each of these halls
is to be supplied with transverse
steel shutters near its middle por-
tion, so that six compartments may
be easily placed in service as a pre-
caution against fire. Each com-
partment will contain three parallel
tracks running its entire length.
Except at the ends, there will be no
communication between the differ-
ent compartments and the adjoin-
ing car shops save through a door
in the middle, steel shuttered, 10 ft.
wide and 8 ft. high. Dirt floors
will be used in these compartments,
except that there will be a cement
floor 100 ft. long in one, for the
purpose of washing cars. This
floor will be pitched to drain the
water used in car washing into the
sewer connections of the car house.
The tracks in the three compart-
ments will be spaced 12 ft. apart on
centers, and there will be two
passageways 3 ft. wide each be-
tween the fireproof concrete wall,
separating each compartment from
its neighbor and from the pit room.
The pit room is to be 520 ft. long
by about 104 ft. 10 ins. wide. It
will contain six parallel tracks
spaced 17 ft. apart on centers, each.
The floor throughout will be of ce-
ment, as will the sides of the pits
and the steps leading into them.
This floor will be 7 ins. thick, re-
inforced by steel rods or other ap-
proved construction, and will be
supported by round columns of
cast iron 5 ins. in diameter. The
pits will be 4 ft. 2 ins. deep, and
will be drained to 4-in. x 8-in. gut-
ters leading to the sewer connec-
tions. The foundations of the floor
supporting columns will be of con-
crete in two courses, each 1 ft. deep
and 2 ft. wide. Fig. 4 illustrates
the pit room in cross section. An
electric traveling crane will serve
this room. Access can be had to
the pits by four sets of parallel
stairways, two of which are located
at the center and one at each end
of every pit. Three pathways, each
6 ft. wide, are provided for transit
across the pit room. It has not
been settled yet whether the crane
runway will be supported on steel
I-beams or reinforced concrete.
The entire length of the building
iiimiiinii
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gjfjjjl Gallery in Train Mens Room
open
' rrm mri nrn rmi mn
Property Line
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
pg
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[[[TC
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on the University Avenue side is
to be devoted to offices, shop room,
quarters for the trainmen and store
rooms. Passing down University
Avenue from Snelling Avenue one
enters an office 30 ft. x 32 ft. 2 ins.
Adjoining this is a trainmen s room
containing lockers, the room being
106 ft. 3 ins. long x 39 ft. wide. A
stairway at the end of this room
leads to a gallery above. Adjoin-
ing the trainmen's room is a hall 4
ft. wide, connecting with a wash
and toilet room 31 ft. 9 ins. x 19 ft.
6 ins. A separate toilet and wash
room is located on the other side of
the hall for the exclusive use of the
employees working in the Snelling
Avenue half of the pit room. Next
comes a reading room 39 ft. square,
August 27, 1904.]
STREET RAILWAY JOURNAL.
291
and after this a bowling alley 89 ft. 6 ins. long x 39 ft. wide,
for the use of trainmen. Beyond the bowling alley comes a
small shop 53 ft. 6 ins. x 39 ft., connecting with a store room
53 ft. 6 ins. x 26 ft. Four small rooms, each 13 ft. x 12 ft., are
to be built between the store room and the pit room for the
keeping of wood, sawdust, scrap and salt. The company's cars
are heated by hot water, coal being used for fuel. The saw-
dust is used in sweeping out the cars. Next to the store room
is an oil room 17 ft. 6 ins. x 39 ft. Then comes a toilet room
for the employees in the east half of the pit room, this being
built at this point to save the time of workmen, who would
otherwise be obliged to walk more than half the length of the
car house to the toilet room adjoining the trainmen's room.
An office 8 ft. x 12 ft. and a waiting room 17 ft. x 16 ft. ad-
join the oil room. The last part of the building is devoted to
an assembly hall 104 ft. 7 ins. x 39 ft. for the use of employees.
Here various meetings may be held, concerts, plays and other
entertainments given, and it is expected that the room will
find much use at the hands of the employees.
Power and light for the car house will be brought from the
power plant through an underground passageway. The day-
light illumination will be through skylights set in galvanized
iron frames.
Fig. 1 shows two elevations and a longitudinal section of
the car house. Below the office and the trainmen's room is to
be a basement 9 ft. $l/2 ins. deep, containing the coal supply
for the hods carried on the cars. Temperatures of 25 degs. to
35 degs. below zero are not uncommon in the winter season of
Minnesota, and the supply of coal to the company's cars pre-
sents a problem of considerable magnitude. Cars stopping on
the University Avenue side can thus be readily supplied with
fresh hods of fuel at the conclusion of each trip.
The roof trusses are all to be of reinforced concrete, as
shown in Fig. 4. Special attention has been given to the drain-
age of the roof, and the problem of fire protection kept con-
stantly in mind during the preparation of the plans by the com-
pany's architect, C. F. Ferrin. The writer's acknowledgements
are due to Mr. Ferrin and to Willard J. Hield, general manager
of the Twin City Rapid Transit Company, for courtesies ex-
tended in the preparation of these notes.
STEEL-WHEEL PRACTICE UPON THE NEW YORK CITY
SURFACE LINES
Much interest is attached to the experimental use of steel
wheels under surface cars of the New York City Railway Com-
pany in New York City, in view of the increased wheel troubles
met with the larger cars, the faster schedules and heavier traffic,
which are becoming the rule in electric railway operation. The
use of the chilled cast-iron wheel has been attended with more
than usual difficulty in New York, and has made the wheel
problem one of the most difficult that is encountered in the
operation of the road. Steel wheels have been used extensively,
of course, in interurban service, but their employment in city
service is a considerable departure from ordinary pactice. For
this reason the experiment of the New York City Railway Com-
pany will be watched with interest.
This company operates over 2000 electric cars daily under
the most severe conditions of operation that are to be found
in any city in this country. Owing to the density of traffic in
New York, the number of stops that are made on almost every
line operated average nearly twenty to the mile, which is equiv-
alent to practically a stop at every block. The result is that
the wheels are subjected to almost constant braking, and also
they suffer the further disadvantage of abnormal slipping re-
sulting from the many accelerations. This produces not only
abnormal wheel wear, but also excessive heating of the tread
of the wheel. Moreover, owing to the large amount of special
track work, the wheels are subjected to unusually rough usage
at the numerous crossings, the whole combining to impose con-
ditions which have proven very severe for the chilled cast-
iron wheel.
Nearly two years ago it was decided to make a trial of the
steel wheel in hopes of bettering the wheel conditions upon the
system. Two maximum traction truck cars were equipped and
put in operation on the Third and Sixth Avenue Divisions. The
results were so satisfactory tbat last December the company
decided to put steel wheels on fifty-six cars on the Twenty-
Third Street Division. All of these cars have been running
ever since. The style of steel wheel used is a special spoke
wheel of cast-steel, which was gotten up especially for this
service by the Taylor Iron & Steel Company. The wheels are
of the same section as the chilled cast-iron wheel, but have a
much thicker rim to provide for the greater wear due to the
softness of the steel as compared with the chilled iron. They
are cast under a new process of the manufacturer, and were
turned out of the foundry practically in condition for service,
requiring no machining.
These wheels are, as applied to the cars, 31 ins. in diameter,
being an inch larger than the standard wheel size of this com-
pany. The extra 1 in. of diameter was added to give the wheels
a greater wearing life; the rims can be worn down to 27J/2 ins.,
a reduction of 3^ ins. in diameter, before the wheel will be
weakened enough to require its removal. This provides for a
large amount of wear and consequent long life of the wheel.
A greater depth of wear is not possible on the New York lines,
as it would interfere with the position of the plow on the under-
ground conductors. The brake shoes used with the steel wheels
are the Lappin composition, which is the standard on the New
York City lines. A very much stronger braking effect is pro-
duced than is possible with the chilled iron wheel, owing to the
much firmer hold upon the wheel. This reduces the tendency
of the wheel to heat up. A further advantage of the steel wheel
is its smaller tendency to flats and the property of rolling out
flats when caused.
The results of the first sixteen wheels put in service are such
as to indicate the entire adaptability of the steel wheel to sur-
face car conditions. These wheels have been in service eighteen
months, and are not yet worn out. They have reached, in
several cases, mileages as high as 50,000 miles without showing
extreme wear, and it is confidently expected that they will run
up to 75,000 miles before removal. A notable feature of the
wear upon these wheels is the even contour of the tread, there
being no grooving or double-flanging effect, as found on loco-
motive steel tires.
Owing to the above-mentioned conditions, the wear to which
the wheels are subjected is more severe than the mileage can
possibly indicate. In reality, the mileage does not indicate the
service to which they have been subjected — the large number
of accelerations, with consequent slippages, cause the actual
mileage of each wheel, it is thought, to run from 10 per cent
to 25 per cent higher than the car mileage. The extreme brak-
ing conditions also tend to increase the wear very severely,
and the results of the steel wheel in the service have been so
gratifying that a large number of new cars, which have re-
cently been ordered, are being equipped with steel-tired wheels.
This new order involves 100 new Brill cars, upon which the
shrunk steel-tired wheel will be used, so that a practical trial
of all three kinds of steel wheels will be made. The steel-tired
wheels will be furnished by the National Car Wheel Company,
of Pittsburg, Pa.
A new wrinkle in three cars just delivered to the Lake Shore
Electric Railway, of Cleveland, by the Stephenson Company is
a speaking tube extending from the motorman's cab to the rear
platform so that the motorman and conductor can be in con-
stant communication. The idea was originated by Warren
Bicknell, president of the Lake Shore Company.
292
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
TESTS BY THE ELECTRIC RAILWAY TEST COMMISSION
The Electric Railway Test Commission, working in conjunc-
tion with the Department of Electricity at the World's Fair,
after several weeks spent in the organization of the tests, the
construction of special instruments required in the work, and
THE EXECUTIVE COMMITTEE AND TESTING CORPS OF THE
ELECTRIC RAILWAY TEST COMMISSION
in preparation in general, has begun the actual work of test-
ing the several pieces of apparatus submitted.
The corps of assistants, headed by Prof. H. H. Norris, of
THE TEST TRACK ALONG THE NORTH SIDE OF THE TRANS-
PORTATION BUILDING ON WHICH MANY OF THE CAR
TESTS WILL BE PERFORMED
Cornell ; Prof. B. V. Swenson, of the University of Wisconsin,
and Prof. H. T. Plumb, of Purdue University, includes several
graduate students from each of the three institutions.
The first of the series of tests to be made was the determina-
tion of the resistance to alternating current of rails of standard
section. Tests were made through wide ranges of both cur-
rents and frequencies. The frequencies varied far beyond the
limits of present railway alternating-current practice, the va-
riation being from 10 cycles to 60 cycles. The maximum cur-
rent used was from 600 amps. down.
These tests were made in the exhibit space of the Bullock
Electric & Manufacturing Company, in the Palace of Elec-
tricity.
The accompanying reproductions of photographs give a
general idea of the apparatus used. The non-inductive carbon
resistance, one terminal of which is seen connected to the rail
to be tested, was placed in series with the rail. The heavy bar
connections were necessitated by the large currents used.
For measuring the power consumption the three-voltmeter
method was employed. The voltages were measured across the
terminals of the non-inductive resistance, across the portions
of the rail to be tested, and the total across both the non-in-
ductive resistance and the rail. From the three readings so
obtained the phase position of the current with respect to the
e. m. fs. were readily deduced, and, together with the ammeter
readings, the power consumed in the rail was easily computed.
In connection with general tests on air-brake apparatus, very
complete data were obtained from the compressor station of
the St. Louis Transit Company, located at the extremity of the
Park Avenue line.
It will probably be remembered that the cars of the St. Louis
Transit Company are equipped with the Westinghouse storage
INTERIOR VIEW OF CAR 260O, SHOWING POSITION OF INSTRU-
MENTS AND OBSERVERS
ST LOUIS TRANSIT COMPANY'S CAR, WITH TESTING CORPS
air-brake system, the storage tanks on the cars being charged
from compressor stations located at convenient points on the
line.
The station tested was equipped with two Ingersoll-Sergeant
August 27, 1904.]
STREET RAILWAY JOURNAL
293
compressors driven by Westinghouse motors. The test con-
tinued over a period of thirty-six hours. Readings were made
to determine the total input in watts, as well as the output
measured in cubic feet of free air compressed to 300 lbs. per
square inch.
Another test on air-brake apparatus was made on car No.
2600 of the St. Louis Transit Company. This is one of the
450 new cars purchased for World's Fair traffic, having a seat-
ing capacity for forty-eight persons, the car-body measuring
33 ft. 434 ins. over corner posts.
TESTING TABLES AND INSTRUMENTS USED IN THE RAIL
TESTS
For the test, the car was specially equipped with National
Electric Company air-brake apparatus complete. The com-
pressor used was the A. A. I. type, being controlled by an auto-
matic governor.
The instruments were so arranged that the observers would
occupy the four forward seats on one side of the car. The car
was operated over the regular Park Avenue run.
In general, the readings obtained were those required to com-
THE NON-INDUCTIVE CARBON RESISTANCE USED IN THE
RAIL TESTS
pute the total watt consumption in the compressor motor and
the output of the compressor. Record was also kept of the
number of applications of the brakes, the pressure used at each
application, the number of revolutions of the crank-shaft of the
compressor, and the length of time the compressor was oper-
ating. Personal error was largely eliminated by the use of
automatic recording instruments. A recording gage connected
to the train line registered the maximum pressure at each appli-
cation. An electrically connected counter recorded the number
of revolutions of the crank-shaft of the compressor. Reading
signals were given by means of a clock, which at intervals of
five seconds operated electric bells.
To eliminate errors in the measurement of the air com-
pressed, through the possibility of the pump operating while an
application of the brakes was being made, the governor con-
nections were somewhat modified. With this modification the
pump could not be started as long as there was any pressure in
the train line, and if the pump were in operation when the ap-
plication was made it was immediately cut out.
During the test the National Electric Company was repre-
sented by Messrs. Tolman and Metzler. During the tests on
the brake apparatus very complete data were obtained on the
motor consumption. For this purpose an Armstrong record-
ing ammeter, with time marker registering every five seconds,
was used. Temperature readings of the motors were also ob-
tained at the end of each run.
Several tests will be made on an Indiana Union Traction
Company car. This is one of the twenty cars recently con-
structed by the Cincinnati Car Company.
In the group showing the members of the Electric Railway
Test Commission, Prof. Goldsborough, Chief of the Depart-
ment of Electricity, is in the second row from the front, at the
right of the center. Prof. Norris, of the test commission, is at
his side. Prof. Swenson, of the University of Wisconsin, is
seated at the left of Prof. Norris, and Mr. Thurston, of the
Westinghouse Company, stands at the left of the picture.
*♦*
THE APPLICATION OF ELECTRIC TRACTION TO LIGHT
RAILWAYS*
BY H. LUITHLEN
Chief Inspector of the Austrian State Railways.
The advantages of electric traction over steam for light rail-
way service can be classified under three headings, viz: (1)
those which appeal to the traveling public and which lead to
an increase in traffic, and consequently to an increase in re-
ceipts; (2) those resulting from a centralization of the motive
power; (3) economies in first cost, maintenance and operating
expenses. It is proposed to examine each of these classifica-
tions separately and point out as well the disadvantages of elec-
tric traction. It might be mentioned in this connection, how-
ever, that one of the principal advantages of electric traction
will not be discussed, viz., that of possessing possibilities for
very high speeds. This forms really a separate subject, so
that the present paper will be confined to> a consideration of
the motive power as it can be applied to light steam railways
as they are operated to-day.
ADVANTAGES TO THE PASSENGER
Two important advantages are (a) the easy division of
trains into a large number of units so that trains can be run
at frequent headway, and (b) the maximum speed being fixed,
the duration of the trip is reduced by electric power on account
of rapid starting and stopping.
A short headway and a reduction in the length of trip are
often two conditions which are essential to successful commer-
cial results, especially on short suburban lines. There is no
doubt that electricity answers this demand much better than
steam, thus, for example, the application of electricity to the
Provincial Tramways of Naples was followed by an increase
in the train kilometers of 140 per cent, although the increase in
expenses was only 20 per cent. Having a better coefficient of
traction they can also be stopped more quickly than steam
trains. This is true even when an electric locomotive is used,
because the coefficient of adhesion on the rails is greater than
with a steam locomotive, owing to the rotary movement of the
motors. Cserhati has estimated that from 25 per cent to 30
per cent of the weight of an electric locomotive can be utilized
as draw-bar pull, whereas the coefficient for a steam locomotive
is only about 16 per cent. Articles in the technical press show
* Abstract of report to be presented at the September OOfM) meeting at
Vienna of the International Tramways and Light Railways Association.
294
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
that on the three high-speed lines, Milan- Varese, the Berlin
Elevated Railway and the Liverpool & Southport Railway, the
braking deceleration was respectively 0.35, 0.7 and 0.9 m per
second2, while on the Vienna Metropolitan line it reached a
maximum of only 0.25 m per second2, with an average of 0.17.
It should be stated here that the Vienna Metropolitan Railway
operates, as a rule, trains of considerable weight. In addition
to the gain in running time from this cause, electric trains
have also the advantage over steam on lines of considerable
length that no stops are necessary to take in a water supply.
Another advantage is that the number of cars per train can
very easily be arranged by the multiple-unit system to suit the
traffic without changing the number of trains. This advantage
under certain conditions is of very great importance. Absence
of smoke and cinders is another important feature, as is the
possibility of easily and economically lighting the cars and
stations, conditions which undoubtedly affect the volume of
traffic, especially in case of two parallel lines, one operated by
electricity and the other by steam. Incidentally, the absence of
smoke also undoubtedly increases the life of parts of the per-
manent equipment, such as rails, bridges, etc., and improves the
chances of getting running powers, especially in the suburbs
of large cities.
ADVANTAGES OF A CENTRALIZATION OF MOTIVE POWER
These are especially important when water power is avail-
able. The economy of a steam-power station over individual
units increases, of course, with the cost of coal. On the Valtel-
lina Railway the cost of coal with steam power amounted to
235.6 centimes per 1000 tonne kilometers, while with the water-
power station the cost is only 65 centimes. There is consider-
able economy, however, even where steam power is used, owing
to the use of refinements in steam generation and consumption
as well as to a high-load factor, as compared with the consump-
tion of coal in the ordinary locomotive boiler ; also in the pos-
sibility of using an inferior quality of coal. The latter point
is particularly advantageous where coal can be secured near
the station. For instance, in Bohemia lignite of a sufficiently
good quality to burn under stationary boilers can be secured
for 1.60 kr. per tonne, whereas the poorest quality of lignite
suitable for use in locomotive boilers cannot be obtained for
less than 4 kr. per tonne. Another advantage of the centraliza-
tion of motive power is that the capacity of the steam locomo-
tive has to be that of the maximum power demand which is
required for a very short time only, whereas the load on the
power station is only the sum of the average loads on the dif-
ferent motors. This reduces the first cost. The improvements
during recent years in steam turbines, as well as in gas engines,
afford the hope of a still greater economy in central power
generation. The ability to utilize current for lighting as well
as for miscellaneous power purposes, should not be overlooked.
Lechner cites a practical instance of this in the case of the
Meckenbeurn-Tettnang interurban railway, where the profit
on the sale of current from the railway power station for mis-
cellaneous purposes paid from 1.1 per cent to 3.2 per cent on
the entire capital investment.
Another advantage of the centralization of power is the pos-
sibility of recovering the energy lost in braking. This plan is
followed on several rack railways, such as in Barmen, Trieste
and the Jungfrau, where from 55 per cent to 60 per cent of
power is recovered. It is probable that on ordinary railways
there will be greater progress in this direction in the more or
less distant future.*
Having mentioned the advantages of central power distribu-
tion, it is only right to refer to the disadvantages. The total
power available is limited by the capacity of the station and by
the size of the conductors, so that there is a lack of elasticity
depending upon the layout of the line and the copper invest-
ment. For instance, in the Munich-Griinwald line electricity
is depended upon for ordinary service, but on Sundays and
holidays steam trains are also run. This practice saves the
necessity of installing a power station of large enough capacity
for all conditions. For this reason electric traction does not
seem to be especially adapted for heavy irregular traffic, be-
cause the power station and distribution system would have to
be of such a large size that it would not be working at a high
rate of efficiency at all times. It seems, therefore, desirable in
many cases to continue the hauling of freight by means of
steam locomotives even if electricity should be utilized for
passenger service.
Again, in case of interruption to the service, there might be
a bunch of trains on one section, which would be of greater
capacity than that for which the local distributing system was
designed, resulting in great inconvenience. Thus, the annual
report of the Bergdorf-Thun Electric Railway for 1902 shows
a number of interruptions to train traffic, one of them of six
and one-half hours duration. These interruptions were caused
by falls of the poles carrying the transmission line, breakages
of the trolley wire and defects in the motor cars. On the Milan-
Varese line a storm recently interrupted the service for over an
hour. There are also other possibilities of delay due to a cen-
tral power station and to the distributing system, and the sleet
problem has not yet been satisfactorily worked out on the third-
rail roads.
REDUCTION IN FIRST COST AND OPERATING EXPENSES
The cost of construction is in favor of electricity in several
items, particularly because the limiting grade is higher on an
electric railroad. This not only often permits a shorter route,
but reduces the necessary excavations and fills. For example,
the Tabor-Bechnyn Railway in Bohemia was originally de-
signed for steam traction with a maximum grade of 2^ per
cent. When electricity was decided upon the maximum grade
was increased to 3^ per cent. This made it possible to lower
the grade of a large bridge across the Luznitz Valley and re-
duced its length 174 m. As the electric trains are shorter, the
station platforms may also be shorter, and as the trains can be
operated from either end, the switch yard may be made smaller
and many sidings can be omitted. Stated conversely, the elec-
trification of a steam road permits a larger traffic with the
same sidings. For instance, the St. George & Commiers-La-
mure line was a single-track line, with a number of grades
reaching as high as 2.7 per cent, and with steam power had
reached the limit of its capacity. As it was a narrow gage line,
heavier locomotives could not be used, but the substitution of
electricity permitted the employment of electric locomotives
which could haul much longer trains. Another economy lies
in the possibility of the use of a lighter sub-structure on account
of the smaller weight per axle and the absence of reciprocating
machinery ; thus, on the Tabor-Bechnyn line, mentioned above,
21.75-kg rail was used instead of the 26-kg rail, estimated upon
with steam traction. Finally, electric traction does not require
water towers or coaling depots. On the other hand, an electric
system requires a considerable investment for the power station
and distributing system.
The cost of track and car maintenance is considerably less
for an electric line than for a steam line ; for instance, on the
Meckenbeurn-Tettnang line the cost of track maintenance is
280 marks per kilometer as compared with an average of from
300 to 400 marks for steam. The other maintenance expenses,
such as that of electric equipment, are not of great importance.
Hecker figures that in the case of city tramways, 0.1 pf. per car-
kilometer is sufficient for the maintenance of the overhead
wire. As far as concerns rolling stock, there is no doubt that
the cost of maintenance for an electric car or an electric loco-
motive is less than that of a steam locomotive. Armstrong
(Street Railway Journal, Jan. 16, 1904) estimates that in
trains weighing 250 tons, the cost of repairs for the locomotive
per 1000 ton-mile is 25 cents for steam locomotives and 8 cents
for the electric locomotive, about one-third. Cserhati arrives
August 27, 1904.]
STREET RAILWAY JOURNAL.
295
at the same result. He figures steam locomotive maintenance
at 9 heller and electric at 3 heller. He also claims, with reason,
that the maintenance of the trail cars ought to be less on an
electric road, owing to the absence of gases of combustion.
As for the operating expenses, they ought to be less with
electricity, as the dead weight is less and the operating crew
required is smaller. On the other hand, the operating force is
increased by those required in the power station and sub-sta-
tions. The operating ratio ought, theoretically, to be consider-
able lower for electricity, and has been shown to be so on the
Manhattan Elevated, the South Side Elevated, the Milan-
Varese, the Liverpool & Birkenhead and on other converted
steam lines.
Estimates of the reduction of cost on single-phase over three-
phase construction range from 32 per cent (Blank's figure) to
22 per cent (Lincoln's estimate). As no single-phase line of
considerable importance has been put in operation, it is im-
possible as yet to determine whether the reduction in first cost
may not be counterbalanced by an increase in operating ex-
penses.
STORING COAL IN WORCESTER
The Worcester Consolidated Street Railway Company has
evolved a method of storing coal which is very ingenious, in-
expensive and effective.
The storing of coal is a problem in street railway power
house work which is by no means of small importance. A
small quantity of coal can, of course, be stored in the housed
bunker, and gives no trouble, but such an arrangement re-
quires to be continuously replenished and affords no protection
in time of railroad or mine labor troubles. The problem of
storing a very much larger quantity requires different treat-
ment, and is usually solved by the simple expedient of dumping
it in a large heap on the ground and running an industrial rail-
road near the heap and loading with shovels. This method
FIG. 1.— ENTRANCE TO TUNNEL
further takes a chance, and a serious chance, of spontaneous
combustion.
The Worcester Consolidated Street Railway Company has
constructed an enormous bin, which is little more than a fenced
yard, except that the fence is made unusually substantial and
well bolted, and of 2-in. planking, with stays of appropriate
strength. The 1 in is about 300 ft. long and 100 ft. wide and is
capable of containing roughly about 15,000 tons.
The bottom of the bin is traversed by a tunnel running the
full length of the bin and about 9 ft. wide and 8 ft. high at its
apex, the tunnel being pitch roofed. The tunnel is made of
2-in. planking, mounted on 8-in. x 6-in. timbers, reinforced by
J4~in. iron plates, securely bolted together. It contains fifty-
seven steel chutes of J^-in. iron, 2 ft. wide and 15 ins. deep.
FIG. 2.— CRANE FOR HANDLING COAL
The coal is unloaded from the freight cars and piled on top
of this tunnel by an electrically-driven crane. This crane is
mounted on two vertical end supports running on rails, the
wheels being driven by a system of shafting and double gear-
ing, thereby enabling the crane to traverse the bin longitudi-
nally. The transverse motion of the coal bucket is obtained by
a traversing carriage on the horizontal members of the frame.
FIG. 3.— COAL WEIGHING AND RECORDING APPARATUS
The whole operation of the crane is managed from a house
located on the top of one of the vertical stanchions from which
any part of the coal bin or the cars adjacent thereto can be
observed. The capacity of the crane is such that it is able to
turn over the entire bin in five or six days.
Spontaneous combustion is guarded against by means of tak-
ing the temperature of the pile every day. Long iron tubes are
located at intervals throughout the yard, and every day the
296
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
temperature at the base of these tubes is taken by letting down
a recording thermometer. This temperature is not allowed to
exceed a given temperature, and when this point is exceeded
the crane is called into play and the coal in that particular part
of the yard is turned over and given access to the air.
The tunnel with its chutes is, of course, the means for with-
drawing the coal from the yard, and the crane piles the coal up
on the tunnel as the occasion demands. Soft coal covers one
portion of the tunnel and anthracite screenings at the other,
and a mixture of the two is used in the boiler room. An in-
dustrial railroad runs the entire length of the tunnel and the
coal passers push steel cars into the tunnel to the appropriate
chute, fill the car and push it back into the boiler room, being
always under cover the entire length of the trip. As they enter
the boiler room the car is put on a platform scale, where it is
weighed and a record made of its contents. The cars are also
counted by the ingenious device of putting in service an old
car register for the purpose. Two of these are used, one for
anthracite screenings and one for soft coal, although it might
be suggested that a double register giving cash fares on one
side and transfers on the other might perhaps serve the same
purpose.
The entrance to the tunnel is shown in Fig. 1. The tunnel
is lighted by lamps every 15 ft., and the first two of these can
be seen in the picture. The tracks of the industrial railroad,
igy2-'m. gage, can also be seen.
The yard and crane are the subject of Fig. 2, and give an
idea of the immense quantity of coal that can be stored, the
convenience of adjacent cars, and the flexibility of the crane in
handling this large pile of fuel.
The last picture. Fig. 3, is devoted to illustrating the plat-
form scale and the car registers, and show how easy it is to
keep track of the amount of coal burned and also how the use-
ful car register can protect the street railway expenditures as
well as receipts.
THE VALUE OF SPECIAL REPORTS
BY H. S. KNOWLTON
The preparation and submission of special reports constitutes
a large portion of the modern consulting engineer's work, and
as the complexity of industrial life increases there is no reason
to believe that the demand for recorded expert opinion will in
any measure abate. There is little need at this time of proving
the value of special reports to those engaged in the financing
and commercial management of engineering enterprises, al-
though much might be said about the importance of making
sure of an adviser's qualifications before basing costly decisions
upon his unchecked recommendations. An instance in point
occurred a year or so ago in New England, when the entire
design and construction of an electric railway connecting a
prominent manufacturing city with several outlying farming
towns was placed in the hands of a well-known promoter whose
technical ability had never been demonstrated. Thanks to an
able civil engineer who carried out the actual work upon the
roadbed, the line and track turned out to be examples of first-
class practice, and as the cars and motor equipments were man-
ufactured by established companies of long experience, no fault
of consequence could be found with the rolling stock. The
power station, however, was left to the personal supervision
of the promoter, and the result was an abortion in design and
economy of equipment. The boilers were installed beneath a
roadway so that extension in a symmetrical direction is not
feasible ; the boiler room floor was divided into two sections
18 ins. different in height, so that the fireman is constantly
obliged to climb up and down in handling coal and ashes; the
generators and engines were of the old belted single-cylinder
type, and had become nearly used up by ten years' service on
one of the first electric roads built in Massachusetts ; while the
switchboard was a second-hand wooden framed affair, which
offered little safety from the standpoint of fire risk. If memory
serves correctly, the switches were installed to fall closed in-
stead of open, and there were other defects galore.
Although it is true that the cost of power is far from the
most important item in the operating expenses of a moderate
speed electric railway, it is also true that the entire business
is carried on in small units of money. The aggregate of these
units decides the question of dividends at the end of the year,
and it is now well established that every possible reduction in
waste is worth while. Had the company retained the services
of a competent engineer it would have been spared the ineffi-
cient design which turned its power station into an operating
bungle that has been a continual thorn in the flesh since the
road started. Schedules have been slow, and at times the cars '
have been unable to ascend 4 per cent or 5 per cent grades be-'
cause the antiquated machinery refused to hold up the voltage,
while the direct cost of operation in the power house is not
made public as yet by the management. The cost of obtaining
the proper advice at the outset would have been a small part
of the total construction cost of the power house, and it would
have amply repaid the company by the increased economy of
operation with improved equipment. A single expert report
would have placed the company in possession of information
enough to enable it to go ahead with confidence that economical
and reliable operation would be insured as long as the proper
attendance could be had.
Along with the error of dispensing with expert advice goes
the all too common practice of making little or no use of re-
ports after they are submitted. Either a report is valuable or
it is not, and if the chief end of the consulting engineer's recom-
mendations is the filling of a dusty pigeon hole or drawer in a
filing cabinet, there is little reason for spending money in this
way. Of course, circumstances often arise where the manage-
ment of a company, a firm of bankers or some manufacturing
partnership desire to preserve for reference the recorded opin-
ion of a disinterested expert, but in almost every case such a
report is filed with the express purpose of consulting it in the
near future. An instance of this failure to make the most of
reports may be drawn from the practice of a large telephone
company on the strength of its being typical of many other
corporate interests in the engineering world.
The company under consideration retained an engineer for
the purpose of making a series of reports upon the condition of
its overhead lines at points where those lines crossed or paral-
leled the high-tension circuits of various power companies.
The voltages on the power lines ran all the way from 6600 to
20,000, and the investigation covered several weeks, involving
considerable railroad traveling, hotel and livery bills of con-
sequence, stenographic work, etc. Altogether, it is safe to say
that the carefully prepared reports cost the company four or
five hundred dollars, and placed it in possession of exact in-
formation as to the present condition of each crossing, the
previous conditions and the responsibility of the power or the
telephone company for the situation. In many cases a recom-
mendation was added in regard to methods of making the
crossing safe, and the reports were complete with sketches of
the construction in force. The same engineer was also in-
structed to make a careful examination of the fire risk in all
the larger central offices of the company, and to report upon
each office separately, giving an account of the existing haz-
ards, precautions in force and suggested improvements on the
score of safety. This was done with the same thoroughness as
in the case of the crossings. Some four months later the engi-
neer who had performed these two tasks visited one of the
cities which had occupied a large share of attention in the
preparation of the reports, and as far as could be ascertained,
not a single recommended improvement had been carried out
August 27, 1904.]
STREET RAILWAY JOURNAL.
297
on either report ! It is difficult to explain the company's inac-
tion on any other grounds than the gambling instinct which
leads so many officials to take risks rather than spend even the
moderate sums of money necessary to insure safety. The par-
ticular improvements at the city in mind were inexpensive,
as far as the fire risk of the company's buildings was concerned.
Many of the high-tension crossings could also have been made
safe by moderate expenditures. The engineer had personal
knowledge that his reports had been well received by the ex-
ecutive and technical officials of the telephone company ; his
fee was cheerfully paid, and the connection terminated in mu-
tual good feeling. It is not necessary at this time to point out
the danger of ignoring the fire and life risks involved, but it
does seem worth while to repeat that if the reports were worth
what they cost the company they deserved a better use than
pigeon-holing, particularly as there was no ground for dis-
agreement upon the advisability of protecting the company's
lines, buildings, employees and patrons. Certainly there is no
sense in spending money for expert advice if that advice is to
be permanently side-tracked as far as making use of it goes
when perfect agreement exists between the engineer and his
client. It is a matter for congratulation that the modern engi-
neer's report finds much appreciation in many quarters of the
industrial field, ;md as time goes on there is every reason to
expect a wider recognition of the value of expert advice.
♦♦♦ ■
CORRESPONDENCE
FREQUENT STOPS VS. FAST SCHEDULE
Chicago, Aug. 20, 1904.
Editors Street Railway Journal :
In view of the vast amount of attention which is paid to the
subject of high acceleration, would it not be advisable to make
a great effort to reduce the number of stops in electric railway
operation ? Perhaps it is too much to expect at present that
stops can be omitted at any intersecting street in the business
centers of cities, particularly as the tracks in such portions of
the community are nearly always crossed and blockaded by
every species of team, from an Italian push-cart to a four-horse
coal wagon, so that the increase in speed resulting from fewer
stops has a smaller influence upon the schedule as a whole
than as though such a gain were secured in the more
sparsely traveled sections of the town. It has taken consider-
able time and patience to secure the public's acceptance of the
practice of making stops only at street corners ; but now that
this is done in practically every city, the resulting improvement
in schedule speed and in the quality of service rendered has
amply demonstrated the far-sightedness of cutting out the old
horse-car practice of making stops anywhere along the route.
People have grown to realize that much faster time can be
made by stopping only at designated points, and are for the
most part willing to walk the maximum distance of half a
block in order to save a few minutes in the total time of their
journey.
The same line of reasoning applies with more than redoubled
force to residential and suburban lines, and it is gratifying to
note that the "white-post" idea is carried out to its logical con-
clusion in many systems of the country. Some kind of marking
is, of course, an absolute necessity at designated stopping
points, otherwise a great deal of inconvenience and trouble is
sure to result. It is a waste of good money, however, to equip
cars with four 38-hp or 50-hp motors, capable of propelling
them at speeds of from 35 miles to 50 miles per hour, and then
to operate them over a route which is mostly made up of purely
acceleration and braking runs between stops close together.
This phase of operation is well illustrated by a road located
in a large city of the Middle West, which operates a line ex-
tending 5 miles from the city proper to a residential suburban
section. The track is double throughout nearly the entire dis-
tance; the greater part of the route is unhampered by grades
of any consequence ; there are few sharp curves, and there is
so little travel over perhaps a third of the route that it practi-
cally amounts to a private boulevard right of way. The cars
are equipped with four motors each, and air brakes are used
throughout. In spite of these favorable conditions, the running
time is nearly half an hour over the line from end to end, and
as far as can be seen, it is largely due to the practice of stop-
ping at every street corner, coupled with the fact that the cars
cannot be boarded or left until an absolute stop has been at-
tained— thanks to a pair of gates at the rear end, which is con-
trolled by a handle in the motorman's vestibule. These gates
are never opened until the car has ceased to move, and arc-
never closed until -every passenger is aboard and the car ready
to start — a proceeding which is most commendable on the score
of safety, but which necessitates a nine-second stop about every
time a passenger boards the car, whether that person be an
active man of thirty-five or forty, or an elderly lady of ninety
summers. An additional delay is caused by the fact that the
gates swing outward in opening, which results in a certain
hesitation and standing back on the part of groups of people
who do not wish to collide with the gates, and who therefore
wait until both the car and gates have reached a peaceful dead
level of inaction before they start to walk toward the haven
where they would be. This point is brought out in no spirit of
criticism of the company's policy toward securing the greatest
possible safety, although it is hard to see how any very con-
gested traffic can be handled expeditiously with the gate system
mentioned. Rather is it intended to emphasize the importance
of speeding up the schedule in other possible directions, and
this can be most readily effected by cutting out some of the
stops at street corners in the residence districts of the route.
This need cause no special inconvenience to citizens, for some
of the blocks are scarcely 150 ft. long. Probably a good deal of
opposition would be encountered at first if the plan of stopping
at points from 300 ft. to 500 ft. apart were carried into effect,
but there is little room to doubt that a saving of 20 per cent or
25 per cent in the running time would be accomplished by this
means, and it ought not to be long before the entire community
realized the improvement in service gained. It is impossible
to escape the conviction, in a trip over the line, that the equip-
ment is not being worked to either its best efficiency or to its
capacity, in terms of speed attainable and investment, and a
still further gain would be that of decreased power consump-
tion in acceleration and lessened wear and tear of equipment
due to frequent stops — this being chiefly to the railway com-
pany's advantage. Both the company and the public would be
the gainers if a reasonable scheme of car stops was inaugu-
rated, and the expense would be trifling in comparison with the
mutual economies in time and operating expenses which would
be derived from a properly designated series of stopping points.
R. P. Gorham.
♦♦♦
AMPR0VED NEW CAR TERMINAL AT WILLOW GROVE,
PHILADELPHIA RAPID TRANSIT COMPANY
The Philadelphia Rapid Transit Company is making exten-
sive changes in its terminal facilities at its Willow Grove Park,
by which the congestion of traffic at this important point will
be greatly relieved. The increase of traffic which the beauties
and attractions of the park have developed, had caused the
former terminal facilities to become outgrown and entirely
inadequate for the large and growing service. It was formerly
the custom to operate the cars on the two lines leading from
the city to the park, over a loop which extended around a
portion of the park ground, and over a circuitous route through
Willow Grove village. This former system gave access to
many parts of the park, but proved an inconvenient method of
298
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
handling the traffic, and also did not permit of rapid handling
of cars, as is so desirable for park service.
The new terminal system provides for an interesting terminal
station arrangement, in which the arrival and departure plat-
forms are entirely separated, and both of which are approached
by an underground tunnelway leading under the Germantown
and Willow Grove pike to the park grounds, so that there will
be no crossing of tracks, with its attendant dangers. The
ground to be occupied by the new terminal tracks, as well as
also the Germantown roadway, has been raised about 4 ft.,
which is found a material advantage in arranging for the tun-
nel entrance. The departure platform is conveniently arranged
between tracks, while the terminal platform is on the side next
to the music pavilion in the park. The departure track is' of
the island type, with the cars for the two different lines leading
out from opposite sides. A large number of storage tracks are
provided in a space 400 ft. long and averaging 75 ft. wide, so
that a large number of cars may be stored there in anticipation
of the large crowds leaving at night. The storage tracks at
one end of the terminal are covered.
The improvements include further, a crossing of the North
East Penn Steam Railroad by a new steel bridge, which will
eliminate a grade crossing and do away with delays resulting
at that point. Also several changes have been made in the
turnpike leading to the park, to permit of the tunnel construc-
tion, as well as to facilitate access to the park for carriages.
The tunnel leading to the arrival and island departure plat-
forms is 36 ft. wide, and is divided in two halves, with four
approaches on the east end ; no steps are used, the approaches
consisting of easy inclines leading down to the tunnel level.
The tunnel will be well lighted and ventilated, and will, by
greatly facilitating access to the park from the cars, cause this
resort to grow even greater in popularity.
♦♦♦
A NEW STYLE OF AUTO-COACH
The Citizens Transit Company, of Detroit, Mich., is about
to put in operation an auto-coach of a new design, built by the
American Car Company, of St. Louis. The coach has a seat-
ing capacity of forty, and is the largest of its kind ever built.
AUTO COACH FOR THE CITIZENS TRANSIT COMPANY
The Citizens Transit Company intends to operate twenty-five
or thirty of these coaches from Campus Martius, in the heart
of the city, over the bridge to Belle Isle. This is one of the few
sections of the city not served by trolley lines, and doubtless
the new coaches will do a large business from the start. As
the illustrations show, the coach is excellently planned for con-
venience, compactness and strength. The stairway to the roof
is neatly arranged and occupies little space, and the motor-
man's cab is also compact. All the windows, including those
in the motorman's cab, are arranged to drop into pockets. The
motors are supplied by a storage battery placed in a box sus-
pended under the coach.
The length of the coach body is 14 ft. 6 ins., and the total
length over the crown pieces, 20 ft. 6 ins. ; from the end panels
over crown pieces at either end, 3 ft. The width over the sills,
including the panels, is 4 ft. 3% ins., and over the posts at the
INTERIOR OF AUTO COACH
belt, 6 ft. The sweep of the posts is 9)4 ins. ; distance from
center to center of posts, 3 ft. 6^4 ins. The side sills are 3% x
7 ins., and the end sills, 3 ins. x 3^4 ins. The corner posts are
3^ ins. thick, and the side posts, 2 ins. The steps are 12 ins.
from tread to tread, and the lower step, 15 ins. from the pave-
ment. The wheel base is 11 ft. 8 ins., and the wheels, 36 ins.
in diameter.
♦♦♦
A NEW FARE RECEIPT FOR THE VIENNA TRAMWAYS
The fare ticket shown in the accompanying illustration is an
improved form which has just been adopted on several of the
street railway lines operated by the Vienna municipality.
When this ticket is used for a straight trip the conductor
punches a hole above the line "Stadtische Strassenbahnen"
("Municipal Street Railways"), but when transfers are desired
the ticket is punched below this line. The Roman numerals at
the top of the slip denote the zones traversed by the lines,
whose names are printed in the middle of the ticket. It will be
NEW TRAMWAY RECEIPT USED IN VIENNA
noted that the right and left sides of the ticket are similar,
each including the week days and the hours of the day. This
arrangement permits the conductor to indicate the direction
the car is going, and thus prevents the passenger from return-
ing on the same ticket. When a transfer is given, one perfora-
tion marks the line and entering zone, and the second the day
and hour of beginning the trip. To assist the conductor the
abbreviations of the week days are printed in different colors,
according to the various classes of the fares paid.
August 27, 1904.]
STREET RAILWAY JOURNAL.
299
SEPT. 15 CHOSEN AS ELECTRICITY DAY AT THE ST. LOUIS
WORLD'S FAIR
Electricity Day will be celebrated at the Louisiana Purchase
Exposition Sept. 15. This date occurs during the session of
the International Electrical Congress. Prof. W. E. Golds-
borough, chief of the Department of Electricity, as chairman
of the electricity day committee, in a letter to all the exhibitors
in the Palace of Electricity, has requested that on this day
they present some especially novel and attractive feature in
connection with their exhibit.
♦♦♦
thickness of corner posts, 3^4 ins., and side posts, 3^ ins. The
equipment includes a number of the manufacturer's specialties,
such as folding gates, "Dumpit" sand boxes, "Dedenda" gongs,
ratchet brake handles, round-corner seat-end panels and angle-
iron bumpers. The cars are mounted on "Eureka" maximum-
traction trucks having 4-ft. wheel base, 30-in. and 20-in. wheels,
and equipped with motors of 50-hp capacity. The weight of a
single car, including trucks, is 21,500 lbs.
AN INTERESTING ENGINE LATHE FOR MOTOR-DRIVING
V
CONVERTIBLE CARS FOR THE CAPITAL TRACTION COM-
PANY, OF WASHINGTON, D. C.
The Capital Traction Company, of Washington, D. C, has
lately placed on the line running to Chevy Chase two hand-
some convertible cars, built by the J. G. Brill Company. This
railway company controls a large amusement
park at Chevy Chase, which has been a popu-
lar resort of Washington people for a num-
ber of years, and is considered one of the
finest parks of its kind in the country. There
is a large population north of the city through
which the lines extend, and the cars are kept
busy both summer and winter. These are
the first convertible cars used in Washington,
and it is believed that they will prove popular
because of their easy conversion and the pro-
tection that they afford in rainy and unseason-
able weather.
The cars are finished in cherry, with birch
ceilings neatly decorated. The seats are of
the step-over style, and are 35 ins. long, leav-
ing the aisles 20 ins. wide ; the seating ca-
pacity of the car is forty-four. Besides the
usual grab-handles on the outside of the
posts, handles are formed by the brackets
connecting the backs of the seats with
the posts, which, by offering a convenient
handle, encourage passengers to face in the right direc-
tion when leaving the car. The length of the cars over end
panels is 28 ft. 4 ins., and over crown pieces, 27 ft. 4 ins. ; from
The accompanying illustration shows a 30-in. "American"
engine lathe, built by the American Tool Works Company,
Cincinnati, Ohio, which is equipped with an unusually interest-
ing new design of headstock, to accommodate the constant-
speed method of motor-driving. The interesting feature of
this new style of headstock drive is that it provides for the use
of a constant-speed motor — the great majority of motor-driven
ENGINE LATHE, WITH HEADSTOCK FOR CONSTANT SPEED MOTOR
lathes are equipped with variable-speed motors, for obtaining
quick speed changes and consequent rapid production, even
though at much greater first cost. In this instance, a constant-
CONVERTIBLE CAR USED ON CHEVY CHASE LINE OF THE CAPITAL TRACTION COMPANY
end panels over crown pieces, 4 ft. 6 ins. The width over the
sills and the panels is 6 ft. 11% ins., and over the posts at the
belt, 7 ft. 9 ins. The sweep of the posts is 5 ins. The side and
end sills are 4)4 ins. x 7 ins. The sill plates are 7 ins. x Y% ins. ;
speed motor, either direct or alternating current, may be used,
and the various speeds to the spindle are obtained mechanically
through the all-geared headstock.
The new headstock consists essentially of the patented gear
300
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
and clutch mechanism, which employs a minimum amount of
gears and shafts to avoid complication, and is probably one of
the simplest and most efficient of any such drive yet devised.
Through manipulation of levers 1 and 2, shown at the front
of head, and 3, shown at the lower right hand corner of the
head, sixteen distinct and positive speeds may be delivered to
the spindle of the lathe, all in geometrical progression, ranging
from 3.8 r. p. m. to 246 r. p. m. Thus a wide range is obtained
entirely through mechanical means, sufficient to cover all ordi-
nary work of this size of lathe. By reason of the simplicity of
construction, all gears and shafts can be made of large diame-
ters, and the whole is neatly encased by an oil-tight boxing,
which still permits all parts to be accessible for lubrication.
ST. LOUIS CAR COMPANY IN TRANSPORTATION PARADE
The first of a series of special days, devoted to the different
exhibit departments at the Louisiana Purchase Exposition, was
celebrated July 30. This was "Transportation Day," when the
exhibitors in the Transportation Building combined to make
the day memorable in the history of the Exposition. Although
all details were arranged within a period of two weeks, the ad-
vertising of the special events was so systematically carried
out that more than 150,000 people were in attendance.
The big feature of the day, however, was the land transporta-
tion parade held in the afternoon. The historical exhibits in
the Transportation Building were utilized, and almost every
THE ST. LOUIS CAR COMPANY IN THE TRANSPORTATION PARADE, WITH THE LARGE GLOBE IN THE FOREGROUND
A non-reversible constant-speed motor may be used for driv-
ing through one of these headstocks, if desired, because the
reverse is obtained mechanically, by means of the rod shown
above the lathe, out of the way, and yet very convenient to the
operator ; this makes this lathe especially adaptable to street
railway repair shops, where 500-volt power circuits and con-
stant-speed motors are always available. The superiority of
this construction is that the motor is at no time reversed, but
runs at continuous constant speed, all starting, stopping and
reversing of the machine being readily accomplished without
interference with the motor. The motor is in this arrangement
of driving substantially mounted above the all-gear headstock,
where it is convenient of access, yet out of the way of oil
and chips.
form of conveyance was to be seen in the parade. The St.
Louis Car Company, which is one of the large exhibitors in
the Transportation Building, had more than 3000 of its em-
ployees in the line of march. The accompanying reproduction
from a photograph made during the parade shows their forma-
tion. The men were divided into sections corresponding to the
department of the shop in which they were employed. The
officers of the company in carriages headed that portion of the
parade devoted to the St. Louis Car Company. The office force
followed in automobiles, and behind these was drawn an im- ,
mense globe, representing the World, and showing the foreign
cities and countries where the products of the St. Louis Car
Company are in use. Next were the different workmen's divi-
sions, including a military company and fire department.
August 27, 1904.]
STREET RAILWAY JOURNAL
301
FINANCIAL INTELLIGENCE
Wall Street, August 24, 1904.
The Money Market
The money market has had another very dull week, especially in
the time loan branch. Lenders are inclined to think, now that the
autumn is so near, that they ought to be asking better terms, but
they are discouraged from attempting an advance, by the indiffer-
ence of borrowers, even at the recently prevailing quotations. Six-
ty-day loans remain at 2 per cent, ninety days at 2*4, and six
months at 3J4 per cent. Call funds are offered abundantly at 1
per cent. These conditions have very naturally made for an active
demand for commercial paper, which is being taken freely as
offered. The first transfer of currency reported this season was
announced yesterday ; it was $200,000 consigned to New Orleans.
This, together with the fall in interior exchange at the Western
cities, indicates that the time is at hand when local cash holdings
may be expected to decrease rather than increase. With a
$57,ooo,coo surplus reserve, however, it will obviously be a good
while before the crop-moving withdrawals make enough of an
impression upon the money market to justify an advance in rates.
The gold movements to Cuba appears to be over, and the decline
in sterling exchange has removed any immediate possibility of
gold exports to Europe. Meanwhile, new gold continues to ar-
rive from the Alaskan fields, and is transferred to this city from
the Pacific coast. These receipts have averaged lately between
$1,500,000 and $2,000,000. As an offset to the first currency de-
mands from the interior, these new gold accessions are an im-
portant factor to consider.
The Stock ilarket
For a market in which outside interests stand at a minimum,
stocks have been remarkably well sustained during the past week.
Business has fallen off considerably and the professional opera-
tors have supplied most of the activity. On one or two occa-
sions there have been reactions sharp enough to show that the
movement is by no means all one way. But in the main the ten-
dency of prices has been pretty steadily upward, and a number of
prominent stocks have reached new high levels for the year. The
attempt to create a wheat scare, although it has been accompanied
by violent rises in the wheat options, has failed to make much
impression upon the stock list. It was found that whenever stocks
were offered at concessions there were more buyers than sellers,
and each time prices have rallied more easily than they declined.
The market has been sustained, in face of the undoubted damage
to the wheat crop, by the excellent accounts which continue to
come in regarding the conditions of cotton and corn. Anybody that
takes the trouble to figure out crop values will easily discover
that the increases in cotton and corn, assuming no serious damage
occurs between now and harvest time, mean much more to the
country than the losses in wheat. The two great facts upon which
the current market solidly rests are, first, that another four years'
political security are reasonably well assured, and, second, that
good harvest sold at high prices will bring increased prosperity,
and in due time provide a fresh impulse for general activity.
The market for the traction shares reflects the opinion that ne-
gotiations for some important purpose are still on between the
rival faction interests, but that announcement of what has been ac-
complished will not be made yet awhile. Acting on this assump-
tion there has been some heavy profit-taking in Metropolitan and
Metropolitan Securities during the week, causing a sharp set-back
in prices. At the low figures of last Saturday, the Securities shares
had lost over two-thirds of their previous rise. A report that the
Ryan holdings had been turned over to the Interborough Com-
pany, had something to do with the weakness in Metropolitan
Securities, it being supposed that this would remove the chief in-
centive to operations for a rise in these shares. This story is not
credited, however, in well-informed circles.
Philadelphia
Advances have been the rule among the Philadelphia special-
ties during the week. Consolidated Traction of New Jersey was
the feature, rising from 6754 to 70, the highest price of the year.
About 100 shares changed hands at the high figure. Philadel-
phia Traction also equalled its highest of the season, selling at
99. Philadelphia Company common on active trading rose from
39J4 to 40, the preferred going at 44^3. Philadelphia Electric was
also active between 6*4 and 6I4. No particular interest was shown
in Union Traction, which merely held its recent gain, selling at
54^ and 5454 • One hundred shares of Rapid Transit were taken
at 13. An odd lot of Fairmount Park Transportation sold at 16,
four points down from the last previous sale. American Rail-
ways held steady, although inactive, at 49.
Chicago
About the only thing of interest in local traction circles during
the past week was the action of Mayor Harrison in requesting
Judge Grosscup to use his influence in getting the Union Trac-
tion Company to accept the ordinance adopted by the Chicago
City Railway for the renewal of franchises. It is thought in City
Hall circles that Judge Grosscup will do all in his power to bring
about a settlement at the earliest moment. It is understood that
the South Side Elevated will soon begin active preparations for the
building of its new extensions. The funds are in hand, but the
preliminaries will take up a large amount of time before any tang-
ible results will appear. Traffic on all lines is good, and the cur-
rent month bids fair to make a good showing as compared with
the same period last year on both the overhead, as well as the sur-
face properties.
There were next to no dealing in the various traction
issues during the week. A few odd lots of South Side
Elevated sold at 90, fifty shares of Metropolitan common
at 20, and and one hundred Metropolitan preferred at 53. Chi-
cago & Oak Park Elevated stocks were traded in for the first
time. The common opened with a sale of fifty shares at 7, and
declined to 6J/4 on a sale of one hundred shares. Fifty shares of
the preferred were reported at 27, after which eighty shares sold at
25, and fifty shares at 25^2.
Other Traction Securities
The feature of the Boston dealings was the violent break in
Massachusetts Electric issues, reflecting the uncertainty as to
the company's ability to maintain dividends on the preferred stock.
The preferred shares only a few weeks ago were selling around 75.
A week ago they were quoted at 6yl/2- On Friday last they sold
as low as 59*/+, under rather heavy liquidation, recovering on
Monday, however, to 62^2. The common stock on larger dealings
went down from 18 to 14^4, rallying subsequently to 15. For some
time past the earnings of the company have not been satisfactory
from the shareholders' standpoint. Boston Elevated sold between
150 and 150^2, West End common at 91H, the preferred at 112,
and Georgia Electric preferred (50 shares) at 83. In Baltimore
the week's business in the traction group was rather light. One
hundred shares of United Railways sold at 8^4, and another one
hundred at 8%. The income bonds went at 47% and 47J4, and the
4 per cents at 93*4 and 93Ms- Lexington Street Railway 5s sold
at 100. Norfolk Street Railway 5s at 10654 , City & Suburban
(Baltimore) 5s at 113%, and North Baltimore Traction 5s at 120.
In the week ending Saturday there were 27,000 shares of Inter-
borough Rapid Transit dealt in on the New York curb. The price
was run up from 13634 to 150, which established the record on the
movement. On Monday the stock reacted to 147/4, but recov-
ered yesterday to 14834. Nothing of a confirmatory nature has
yet been published regarding the traction "deal" which is sup-
posed to be involved in this rise. Washington Traction common
(140 shares) changed hands at 15 and 15^. The preferred sold
up to 70, but reacted to 69*4, 200 shares being traded in.. The
bonds of the company made a new high figure of 8334s- This was
the extent of the week's transactions in the curb market.
Detroit United showed a gain on the Cincinnati market last
week and ranged from 66^4 to 67^2, sales about 200 shares. Cin-
cinnati Street Railway was stationary at 141 J/2, on sales of about
200 shares. About 500 shares of Cincinnati, Newport & Coving-
ton preferred sold at 89, an advance over previous figures. Fif-
teen thousand dollars worth of the first 5 per cent bonds of this
company sold at iogj4- A block of Indianapolis Street Railway
4s sold at 8534-
Northern Texas Traction made a new high mark of 3634 at
Cleveland last week. This stock is the strongest on the Cleveland
traction list and buyers seemed to have cleaned up the market
under 40. There were several small dealings in Cleveland Electric
at 7134. and several sales of Northern Ohio Traction & Light
were made at 13% and 14. A small lot of Northern Ohio 4s sold
at 58^. It is reported that the Everett-Moore syndicate has re-
fused an offer of 60 for its entire holdings in this issue.
302
STREET RAILWAY JOURNAL
[Vol. XXIV. No. '9.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
last week :
Closing Bid
Aug. 16 Aug. 23
American Railways 49 49
Aurora, Elgin & Chicago a!2 al2
Boston Elevated 150 150
Brooklyn Rapid Transit 53% 53%
Chicago City 170 170
Chicago Union Traction (common) 5% 4%
Chicago Union Traction (preferred) 30% 30
Cleveland Electric 70 70
Consolidated Traction of New Jersey 66% 69%
Consolidated Traction of New Jersey 5s 108% 108%
Detroit United 66 66%
Interborough Rapid Transit 1&% 147
Lake Shore Electric (preferred) — —
Lake Street Elevated .• 3% 3%
Manhattan Railway 151% 155
Massachusetts Electric Cos. (common) 17% 15
Massachusetts Electric Cos. (preferred) 65% 63
Metropolitan Elevated, Chicago (common) 18% 19
Metropolitan Elevated, Chicago (preferred) 52% 52%
Metropolitan Street 123% 121%
Metropolitan Securities 93% 90%
New Orleans Railways (common) 9% 9%
New Orleans Railways (preferred) 29 29
New Orleans Railways, 4%s 74% 73
North American 88 89
Northern Ohio Traction & Light 12% 13
Philadelphia Company (common) 39% 39%
Philadelphia Rapid Transit 12% 13
Philadelphia Traction 98% 99
St. Louis (common) 9% 11
South Side Elevated (Chicago) 89 89%
Third Avenue 124 122
Twin City, Minneapolis (common) 99 98%
Union Traction (Philadelphia) 53% 54%
United Railways, St. Louis (preferred) 52 54
West End (common) 91 91%
West End (preferred) 111% m
a Asked.
Iron and Steel
In its weekly report of iron trade conditions, the "Iron Age" de-
scribes the feeling among buyers as very cautious, owing to the
cuts which have already been made on wire products and steel
billets, and the extravagant stories in circulation about coming
reductions in other directions. These stories have some basis in
the fact that indirect concessions in lines like structural material,
shapes and plates, have been the rule for some time past. The
whole situation is extremely unsettled, a great deal depending upon
whether the producing interests can see a larger consumption ahead
if they lower prices. Quotations are as follows: Bessemer pig
iron $12.85, Bessemer steel $23, Steel rails $28.
fletals.
Quotations for the leading metals are as follows : Copper 12^
cents, lead 4% cents, tin 27J/& cents, and spelter 4 15-16 cents.
♦♦♦
LEHIGH VALLEY TRACTION REORGANIZATION
The plan of reorganization of the Lehigh Valley Traction Com-
pany, which has just been issued, calls for the formation of a new
company to take over the properties and interests heretofore owned,
managed or controlled by the Lehigh Valley Traction Company,
which new company is to issue bonds and stocks as follows :
$5,000,000 first mortgage thirty-year gold bonds, part of which are
to bear 4 per cent interest and part 5 per cent ; $7,500,000 consoli-
dated thirty-year gold bonds, bearing 4 per cent, or not more than
5 per cent ; $5,000,000 preferred stock and $3,000,000 common stock.
Dividends on the former are limited to 5 per cent. No distribution
is to be made on the common stock when there is any arrearage
on the preferred. It is figured that earnings of the new company
will reach $884,000 gross and $440,600 net, leaving a balance of
$124,100, or equal to about 2J/2 per cent on the preferred stock.
The preferred and common stock of the Lehigh Valley Traction
Company and the common stock of the Allentown & Slatington
Street Railway Company, deposited under the plans, are subject to
an assessment of 2 per cent of their face value.
PENNSYLVANIA AFTER ELECTRIC PROPERTY?
The report is current in railroad circles that the Pennsylvania
Railroad Company has made a proposition for the purchase of the
property of the Scioto Valley Traction Company, which has re-
cently completed lines from Columbus to Lancaster and Circleville,
Ohio. The Lancaster division parallels the Hocking Valley, while
the Circleville division parallels the Norfolk & Western, both Penn-
sylvania properties. Although the new traction line has been in
operation but a short time, it is apparent that it has seriously
affected the traffic on both roads. Some time ago it was an-
nounced that the Pennsylvania proposed to electrify the Cincinnati
& Mahoning Valley division from Trinway to Lancaster, and es-
tablish a through electric system between Trinway, Zanesville,
Lancaster and Columbus.
>
MORE EQUIPMENT FOR MANILA SYSTEM
Further orders were placed last week for various equipment by
the Manila Electric Railway & Light Company, Ltd., for its electric
traction system now being hastened to completion by the contractors,
J. G. White & Company, Inc., ot New York. The orders
to which reference is made in this instance call for power house
equipment principally. The Goubert Manufacturing Company, of
New York, has been allotted the order for two 1500-hp feed-water
heaters. The Rand Drill Company will ship two large air compres-
sors. The Atha Tool Company, of Newark, N. J., has secured a
fair sized order for different kinds of tools.
FOREIGN ELECTRICAL ENGINEERS IN NEW YORK
The programme for the reception and entertainment in New
York City of the electrical engineers from abroad attending the
International Electrical Congress at St. Louis, has been issued by
the reception committee of the American Institute of Electrical
Engineers. The guests of the Institute will be comprised chiefly
in two main bodies, one consisting of members of the Institution of
Electrical Engineers of England, the other of members of the As-
sociazione Ellettrotecnica Italiana. The members of the British
Society will land in Boston about Sept. 2, those of the Italian Soci-
ety in New York about Aug. 25. The latter will be entertained
on a special programme until Sept. I, when they will join the Eng-
lish contingent in Boston. The entire party will then rendezvous
in New York Sept. 4. On that day they are invited by J. G. White
on a special trip to view the scenery of the Hudson River. On
Sept. 5 a trip will be made through the subway on a special train.
Visits will then be made by boat to the different power stations on
the Hudson and East Rivers. In the evening a banquet will be
given at the Waldorf-Astoria. The visitors will start on the morn-
ing of Sept. 6 on the special circular tour, already mentioned in
these pages, visiting first Schenectady and then Montreal.
♦♦♦
SLEEPING CARS ON COLUMBUS, NEWARK & ZANESVILLE
RAILROAD
J. R. Harrigan, general manager of the Columbus, Newark &
Zanesville Electric Railway Company, has made a contract with
the Holland Palace Car Company, of Indianapolis, for the use of
its famous palace sleeping cars to be run as limited cars over this
road between Zanesville and Columbus, a distance of 65 miles.
The cars will be operated and maintained by the railway company,
but a charge of 25 cents between Newark and Columbus and 35
cents between Zanesville and Columbus will be made, in addition
to the regular fare. The additional fare will be collected by the
porter of the car and will go to the Holland Company for the use
of the car. The service will start this week, and at first only one
of the Holland cars will be used, as the other was damaged in a
fire some time ago and will not be out of the shops for about two
weeks. The running time will be two and a half hours, as com-
pared with three hours for the regular cars, stops being made only
at Newark and the terminal cities. Each car will make two round
trips a day, giving four limiteds each way in addition to regular
hourly headway. Of course, the sleeping car feature of these cars
will not be available until arrangements can be completed for
operating the cars through over other roads. Mr. Harrison be-
lieves the present arrangement will be profitable for both his com-
pany and the Holland Company, and he believes that the other
Columbus roads will soon be anxious to follow his example.
August 27, 1904.]
STREET RAILWAY JOURNAL.
303
EXTENSIONS TO BUENOS AIRES SYSTEM
La Capital Tramways Company, Ltd., which operates about 20
miles of electric traction system in Buenos Aires, Argentine Repub-
lic, is about to make considerable extensions. Some 30 more miles
will be built. The president of the company is Theo. N. Vail, of
the Bell Telephone interests. The New York offices are in the
Havemeyer Building. H. R. Parrish is the purchasing agent.
REPORT OF BROOKLYN COMPANY FOR YEAR ENDING
TUNE 30, 1904.
The report of the directors of the Brooklyn Rapid Transit Com-
pany to the stockholders for the year ending June 30, 1904, has just
been made public. It is probably the most complete report ever
issued by the company. Besides the usual statement of earnings,
traffic figures, etc., detail reference is made to the many improve-
ments made to the system during the year. Among these im-
provements were increases in power plant capacity ; the reconstruc-
tion and improvement of elevated stations, structures, etc. ;
additions to the surface tracks ; terminal improvements and car
storage facilities at Coney Island and other seaside resorts ; the
thorough overhauling of interlocking installations at eight different
places ; the development of plans for a new general office building,
and the making of the contract with the city for the operation of
trolley cars across the new Williamsburg Bridge.
The surface car equipment was increased by 200 new surface cars,
26 gondolas, 13 box cars, 7 express cars, 8 ice cars and 1 derrick
car. The work of rebuilding and fitting elevated steam cars for
electric operation was carried forward to the full capacity of shop
accommodations, and the early part of the year 1905 should see this
work on the equipment completed. The company will then have
270 closed electric standard trail cars and 357 standard motor cars
fully equipped with the multiple-unit control system. There are
now being received 100 new elevated cars, making a total of 457
motor and 270 closed trail cars. The 120 open elevated cars pur-
chased last year were equipped with side sections and ventilating
apparatus and otherwise fitted for winter service. The new central
power station is practically completed, and eight 4000-hp units in
that plant are now in operation. A portion of the block adjoining
this station has been equipped with machinery for handling coal
from barges and transferring the same to the receiving bins in the
plant. The construction of the new power house adjoining the
Kent Avenue station has been commenced. It is proposed to install
here two turbine units of 5500-kw capacity, and to make provision
for the installation of additional machinery from time to time, ac-
cording to requirements. The capacity of the sub-stations was also
increased and a new station was erected at Parkville. Track im-
provements made during the year extended to practically all the
lines and included 3460 electrically welded joints. The important
improvements made for handling the crowds at Coney Island have
already been referred to in detail in the Street Railway Journal.
The results of the operations of the Brooklyn Rapid Transit
system for the year ending June 30, 1904, were as follows :
Gross earnings from operation $14,738,709
Operating expenses 8,760,438
Net earnings from operation.
Income from other sources . .
$5,978,270
211,852
Total income $6,190,122
Less taxes and fixed charges 4, S01, 214
Net income $1,3SS,907
Out of which was taken for betterments and additions to property.. 383,706
Surplus for the year $1,005,201
Surplus June 30, 1903 1,747,839
Surplus June 30, 1904 $2,753,041
Of this amount there has been appropriated:
For discount on bonds sold $1,153,200.00
For old accounts adjusted 5,651.75 1,158,851
Balance surplus June 30, 1904 $1,594,189
Following is a comparative statement of the gross earnings :
Per cent
Per cent
1904 over
1904 over
Passenger :
1904
1903
1903
1902
1902
$9,284,157
+ 5.10
$9,049,229
+ 7.83
Elevated and bridge.
4,671,917
3,802,683
+ 22.86
3,272,036
+ 42.79
Freight, mail and ex-
press
176,508
75,658
+133.29
64,902
+171.96
132,655
117,823
+ 12.59
124,455
+ 6.59
Total
$14,738,709
$13,280,321
+ 10.98
$12,510,622
+ 17.81
COMPARATIVE SUMMARY OF OPERATIONS FOR
YEAR ENDING JUNE 30, 1904
GROSS EARNINGS
1904 1903
Passenger $14,429,546 $13,086,840
Freight, mail and express 176,508 75,657
Advertising 132,655 117,823
Total earnings from
operation $14,738,709 $13,280,321
OPERATING EXPENSES
Inc. or Dec.
+ $1,342,706
+ 100,850
+ 14,832
+ $1,458,3
1904 1903 Inc. or Dec.
Maintenance of way and
structure $619,848 $495,188 + $124,659
Maintenance of equipment... 1,217,924 812,600 + 405,323
Operation of power plant 1,535,930 1,680,751 — 144,820
Operation of cars — trainmen's
wages 2,677,443 2,542,214 + 135,229
Operation of cars — other ex-
penses 1,181,789 908,310 + 273,478
Damages and legal expenses. 987,759 956,730 + 31,029
General expenses 539,745 535,286 + 4,459
Total operating expenses. $8,760,438 $7,931,080 + $829,359
Net earnings from oper-
ation $5,978,270 $5,349,241 + $629,028
INCOME FROM OTHER SOURCES
Per
cent
10.26
133.29
12.59
10.98
Per
cent
25.17
49.88
8.62
5.31
30.11
3.24
0.83
10.46
11.76
Per
1904
1903
Inc.
or Dec.
cent
Rent of land and buildings..
$56,711
$81,877
$25,158
30.74
Rent of tracks and structure.
103,071
99,053
+
4,017
4.05
Miscellaneous
52,069
96,562
44,499
46.08
Total income
$6,190,122
$5,626,734
+
$563,388
10.01
DEDUCTIONS
Per
1904
1903
Inc.
or Dec.
cent
$748,258
$757,788
$9,530
1.26
4,052,956
3,904,068
+
148,888
3.81
$4,801,214
$4,661,856
+
$139,358
2.99
$1,388,907
$964,878
+
$424,029
43.95
383,706
168,095
+
215,610
128.27
Surplus for year
$1,005,201
$796,782
+
$208,419
26.16
Sundry accounts from pre-
vious years charged off..
40,386
Balance to credit of surplus. $1,005,201
$756,396
CONSOLIDATED GENERAL BALANCE SHEET,
JUNE 30, 1904
ASSETS
Cost of road and equipment $99,114,624
Properties owned in whole or in part by B. R. T. Co.
Advances account of construction for leased companies 6,306,901
Brooklyn City Railroad Co $6,003,941
Prospect Park & C. I. R. R. Co 302,960
Construction expenditures, constituent companies
To be reimbursed by issuance of B. R. T. 1st refunding
gold mortgage 4 per cent bonds, upon deposit with Central
Trust Company, trustee, of certificates of indebtedness to
cover
Guaranty fund (securities and cash)
Treasury bonds
B. R. T. 1st ref. gold mortgage 4 per cent $5,614,000
Other issues 110,000
Treasury stock
Current assets
Cash on hand $2,500,893
Due from companies and individuals 294,441
Construction material and general supplies on hand 837,802
Prepaid accounts 337,728
1,816,617
4,005,755
5,724,000
146,228
3,970,864
$121,084,989
Note.— The certificates of indebtedness issued by constituent companies, ag-
gregating $8,136,025.21, against which B. R. T. bonds have been issued, do
not appear separately on this consolidated balance sheet, as the property pur-
chased appears as an asset under the head of "cost of road and equipment,"
and "advances account construction for leased companies," and the liability
is represented by the bonds of the Brooklyn Rapid Transit Company, issued
from time to time as such certificates of indebtedness are acquired and de-
posited with the Central Trust Company, trustee.
3°4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
LIABILITIES
Capital stock $45,990,255
Brooklyn Rapid Transit Company $45,000,000
Outstanding capital stock of constituent companies. 990,255
Bonded debt and real estate mortgages 67,324,180
Brooklyn Rapid Transit Co $21,458,000
Bonded debt of constituent companies:
Brooklyn Heights R. R. Co 250,000
Brooklyn, Q. Co. & S. R. R. Co 6,624,000
The Nassau Electric R. R. Co 15,000,040
Sea Beach Railway Co 650,000
Brooklyn Union Elevated R. R. Co 23,000,000
Real estate mortgages 342,140
Current liabilities 6,144,486
Loans and bills payable $3,250,000
Audited vouchers 791,187
Due companies and individuals 75,418
Taxes accrued and not due 1,327,880
Interest and rentals accrued and not due 644,459
Interest accrued on real estate mortgages and not
due 3,755
Insurance reserve fund 51,785
Long Island Traction trust fund 9,439
Accounts to be adjusted 22,439
Surplus 1,594,190
$121,084,989
♦♦♦
AN AGREEMENT AS REGARDS NEW YORK SUBWAY
POSITIONS
The question of the interpretation of the rule of seniority in ap-
pointing employees of the elevated lines of the Interborough Rapid
Transit Company to positions on the underground railroad has
been settled by an agreement satisfactory to both the management
and the men. The men at present in the employ of the company
will have preference over new applicants in every case. It appeared
at one time as if a settlement would not be effected, and the state-
ment was made that if an agreement was not reached a strike would
be declared.
♦♦♦
LINK IN LINE FROM WORCESTER, MASS., TO NORWICH,
CONN.
It is now said that the much-talked-of electric railway between
Central Village and Norwich, Conn., will be constructed shortly,
supplying the missing link in an unbroken electric connection be-
tween Worcester, Mass., and New London, Conn., a distance of 6o
miles. The line will be built by the Consolidated Railway Company,
controlled by the New York. New Haven & Hartford Railroad.
Work will probably be begun next spring. An unusual feature of the
new road will be its use of the steam road's tracks from Plainfield
to Lisbon station. The former point will be reached from Central
Village by a new track parallel to the steam tracks on the west side.
Leaving the steam tracks at Lisbon the electric line will pass
through Jewett City and Versailles, where it will connect with the
Norwich road. Steam traffic from Plainfield to Lisbon will be
confined to freight service and steam trains will run into Jewett
City on new tracks to be laid. .
TITUSVILLE ELECTRIC TRACTION COMPANY'S EXTENSION
The Titusville Electric Traction Company, of Titusville, Pa., is
building an extension from Mystic Park to Trionville, a distance
of 2^4 miles. The grading has been completed between the two
points mentioned, and about a mile of track has already been laid.
The work is being done by P. Hart & Sons, of Staten Island, N. Y.
About three years ago this firm built the extension of the original
system from Hydetown to Mystic Park, a distance of 3^2 miles.
The construction work is under the immediate supervision of Chas.
F. Hart, who has had extensive experience in both steam and
electric railway work. The grading is exceptionally well done and
the foundation to the roadbed is excellent ; curves have been
eliminated as far as possible, and private right of way has been
secured all the way from Mystic Park to Trionville. Roebling
trolley wire is used, and the overhead material and rail bonds were
supplied by the Ohio Brass Company. The new extension of the
Titusville system makes a total of 20 miles of track, connecting
Titusville with Hydetown and Trionville on the north and East
Titusville and Pleasantville on the south. W. J. Smith is general
manager of the company.
PENNSYLVANIA STREET RAILWAY ASSOCIATION'S NEXT
CONVENTION TO BE HELD IN SEPTEMBER, 1905
It is announced that the meeting of the Pennsylvania Street
Railway Association for 1904 will be postponed until the regular
meeting time in September, 1905. This action seems to meet with
the approval of the railway as well as the supply men, inasmuch
as the major portion of them expect to attend the National Con-
vention at St. Louis.
ELECTRIC HEATERS FOR THE NEW YORK SUBWAY
The Interborough Rapid Transit Company has just closed a con-
tract with the Consolidated Car Heating Company for heaters for
the 200 new steel cars for use in the New York subway. There
will be twenty-four heaters of the panel type in each car and two
special heaters for motormen's cabs. One mile of wire will be used
in the coils for each equipment. The maker of these heaters has
also received an order for electric heaters for 100 cars for the Man-
hattan Elevated division.
The Consolidated Car Heating Company has sold to date 75,000
electric heaters for use in the city of New York, more than 54,000
of which have been sold during the last three years. It is now
supplying to the Chicago Union Traction Company 12-heater equip-
ments for 100 cars. These are of the company's new cross-seat
type. It has also received an order from Ford, Bacon & Davis, of
New York, for thirty-four car equipments for roads at Birming-
ham, Ala., Knoxville and Nashville, Tenn.
— ■
HOTEL ACCOMMODATIONS AT UTICA DURING SEPTEMBER
CONVENTION OF THE NEW YORK STREET
RAILWAY ASSOCIATION
W. W. Cole, secretary of the Street Railway Association of the
State of New York, has prepared the following list of hotels and
apartment houses in Utica which are prepared to furnish accom-
modations to the delegates to the twenty-second annual meeting
to be held at Utica, N. Y., Sept. 13 and 14. In view of the large
attendance expected, reservations should be made at an early date.
At the Hotel Butterfield, American plan only, the rates are :
Two double rooms with bath, $5 per day; five double rooms with
bath, $4 per day; three single rooms with bath, $4 per day; fifty
rooms without bath, $3 per day; by doubling up, some of these
fifty rooms will accommodate two people.
At the Baggs Hotel, American plan only : Thirty rooms $3.50 per
day with bath, and $3 per day without bath. At the St. James
Hotel, American plan only: Thirty rooms, accommodating fifty
persons, rates $2 and $2.50 per day.
The rates at the Olbiston and Kanatenah Apartments are ten
single rooms at $2 per day, and fifteen single rooms at $1.50 per
day.
All of these rooms do not have private baths, but are convenient
to baths.
♦♦♦
THE MIAMI & ERIE CANAL REORGANIZATION
The work of reorganizing the Miami & Erie Canal Transporta-
tion Company is progressing slowly. According to the agreement
arrived at between the Cleveland and Cincinnati bondholders, the
money was to be raised for paying off the indebtedness if the
claims outstanding could be bought for the figures agreed upon in
an option agreement last fall. It was thought that this could be
done, but it is now found that some of the smaller creditors are
inclined to hold out for 100 cents on the dollar. This the repre-
sentatives of the bondholders are not prepared to pay. If the plan
falls through, the investigation before the referee to assess the
debts against the stockholders will be carried out. The hearing-
will be reopened for the; report of the committee on Sept. 6.
It is reported that the reorganization plan calls for an assess-
ment of about $3 per share of stock, with an income bond issue to
ensure the company against another receivership. The ability of
the canal boat scheme to show earnings over actual operating ex-
pense has yet to be demonstrated. An income bond would call for
interest only if earned through a stated period of years, after which
it would call for the usual rate of interest. This would place
the company where all it would have to do would be to pay ex-
penses until such time as additional concessions could be obtained
from the State enabling the company to use the canal tracks for
ordinary passenger and freight service.
August 27, 1904.]
STREET RAILWAY JOURNAL.
305
ELECTRIC RAILWAYS AND STEAMBOAT TRAFFIC
The consequences of building suburban or interurban electric
railways substantially parallel to steam railway lines are now a
common story, so that the veriest novice in transportation mat-
ters feels confident that he can, from the date of promotion of
the electric railway, predict at least the immediate results of its
construction. In the vicinity of Providence, however, the some-
what unusual case of electric railways coming into at least in-
direct competition with steamboat lines has occurred. On both
shores of Providence River, the tidal stream forming the upper
end of Narragansett Bay, there are many summer resorts fre-
quented by people from the city and many summer residences of
persons doing business in Providence.
Years ago the only public means of transportation to the ma-
jority of these places were the steamboat lines, although some
few places could be reached by the steam railroad lines. During
recent years, however, lines of electric railway have been built
on both sides of the river, some of the routes affording attractive
rides, with beautiful views of the bay and its shores, and one of
the old steam roads, following the edge of the water pretty
closely for some distance, was equipped for electric traction, and
has now been operated with this motive power for several years.
Riding in an open trolley is hardly less comfortable than boat
travel, and, in case of crowds, either means of transportation
causes a high tensile test of patience. The greater accessibility
and convenience of the electric railways, with their more frequent
trips, have been a telling argument in their favor, and so in these
latter days it has come to pass that many a Rhode Islander, who
does not own a "buzz-wagon," rides on the sparking rail to get
his clambake dinner instead of in the formerly popular steam-
boats. The steamboat companies, nevertheless, are still in busi-
ness and get a good share, although it is reported that their
schedules have been noticeably reduced.
TESTS ON PUMPING ENGINE ECONOMY
In view of the intense interest at present manifested in the
steam economy of prime movers, both of the reciprocating and
turbine types, it is impossible to pass without remarking some re-
sults lately obtained in an official pumping engine test at the Park
Avenue Pumping Station, Chicago. The engine is of the Worth-
ington, duplex, reciprocating, triple-expansion type, having semi-
rotary steam valves, but no fly-wheel. The latter is replaced by
compensating cylinders so arranged that their pistons retard the
motion of the main piston during the first part of the stroke, but
assist it towards the close, giving a uniform resultant thrust. The
pistons of these auxiliary cylinders work against air under pressure
from a tank. The engines are vertical and the weight of the pis-
tons, plungers and rods is counter-balanced by another auxiliary
balancing plunger, also working through the medium of water
against air under pressure.
The capacity of the engine is about 22,000,000 gallons per day,
against a total head of slightly over 121 ft., and 660.9 hp were indi-
cated in the test. The duty obtained was 174,735,801 ft. lbs. per
1000 lbs. of steam used, corresponding to an economy of 11.32 lbs.
of steam per net hp delivered in water lifted, or 10.01 lbs. of steam
per i. h. p. The steam pressure was 144.45 lbs. per sq. in., with 154
degs. F. superheat at the throttle, the steam cylinders being pro-
vided with jackets and reheaters. Two other engines of the same
design in the Central Park Avenue Station, and three more in the
Springfield Avenue Pumping Station have all shown under test
an economy of steam less than 11 lbs., although the economy per
delivered hp was not as high in the test quoted. These tests were
carried out under the supervision of the Bureau of Engineering
Of the City of Chicago, and, together with the engines and the
power station, are fully described in a pamphlet distributed by
Henry R. Worthington, of New York City.
INTERURBAN FREIGHT RAILWAY FOR ZANZIBAR
An interurban railway is to be constructed in Zanzibar, East
Coast of Africa. The line will be about 20 miles in length. Sur-
veys are about to begin. The Zanzibar Railroad Company has
been incorporated under the laws of the State of New Jersey for
the purpose of building and operating the system, over which
freight — principally spices — will be carried. The capital of the
company is $100,000. The East African house of Arnold, Cheney
& Company, whose New York offices are at 158 Water Street, is
primarily interested in the project.
NEW PUBLICATIONS
Friction and Lubrication. By William M. Davis. Second Edition ;
257 pages. Price, $2. Published by The Lubrication Publish-
ing Company, Pittsburg, Pa.
The necessity for issuing a second edition of this book so soon
after its original publication must be gratifying evidence to the
author that his work filled a long empty niche in the power station
engineer's library of useful information. This edition contains
about thirty-five pages of new matter which, together with a
stronger cover and better paper, gives it considerably more value
than the first impression.
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED AUGUST 16, 1904
767,436. Switch-Throwing Device ; William B. Perry, Wright
City, Mo. App. filed Nov. 28, 1903. The invention consists of a
longitudinally movable shoe pivoted between its ends, means for
normally holding the shoe out of the path of the track switch-
throwing device, means for locking the shoe in the path of said
device, and means for automatically unlocking the shoe to restore
it to its normal position.
767.534- Conductor for Electric Railways ; Arthur Whittier,
Wollaston, Mass. App. filed Sept. 8, 1903. The track rail has a
flexible circuit-closing magnetizable conductor, and the car has an
element connected thereto for sliding movement transversely with
reference to the car and provided with a spring, an element pivot-
ally connected to the transversely sliding element for horizontal
angular movement, and magnets and track-engaging devices car-
ried by the angularly movable element and operating on the track
rail, the spring exerting a downward pressure on the track-
engaging devices.
PATENT NO. 767,538
767.538. Car Fender ; William E. Zachry, Brooklyn, N. Y. App.
filed Dec. 15, 1903. The fender comprises a folding frame remov-
ably supported on one end of the car and a second frame pivoted
to turn with relation thereto, whereby when the fender comes into
contact with an object in front of the car the pivoted frame will
be thereby released and spring up and support such object free of
the ground and out of danger.
767.577- Tram or Railway Point or Switch and Means for
Working Same ; John Leighton and Robert Hacking, Nottingham,
England. App. filed Nov. 20, 1903. Instead of moving the switch
rails sidewise together, one of them is dropped out of the way of
one wheel while the other remains stationary and acts on the other
wheel.
767.599. Electrically Operated Apparatus ; Charles E. Sedgwick
and Walter H. Abbott, Cleveland, Ohio. App. filed Sept. 17, 1003.
In this patent is disclosed an automatic signalling system for elec-
tric railways comprising the power supply line for the car, having
insulated sections at intervals provided with feed-connecting wires
tapping the main supply line, an electrical apparatus consisting of
a shell and a coil thereon connected in circuit with the feed wire
whereby current is supplied to energize the coil whenever current
is supplied to the car when it passes said section, a ball within said
shell adapted to shift alternately to opposite ends therein as the
coil is successively energized by the movement of the car from sec-
306
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 9.
tion to section, and signalling means controlled by said ball whereby
the location of the car is determined.
767,740. Three-Way Split Switch ; Thomas Dean, Toledo, Ohio.
App. filed June 6, 1904. The invention consists of a switch-stand,
a frame, a shaft mounted in said frame, a pair of cam members
keyed to said shaft, a pair of levers mounted in said frame in an
intersecting plane with said shaft and each having a forked end
within which one of the cam members is adapted to rotate, connec-
tions between said levers and the switch points to be turned and
means for turning the shaft.
767,858. Automatic Track Lubricator; Reuben G. York, Lynn,
Mass. App. filed May 26, 1904. A lubricant is automatically ap-
plied to the flanges of the wheels of a car which is to travel upon
the track to be lubricated, the lubricator being operated at the
proper times and places by means which co-operate with the guard
flange of the rail which is always to be raised at those portions of
the track which by conditions of curve or bend are subject to special
wear.
767,889. Electric Switch ; Charles F. Hopewell and Charles H.
Morse, Cambridge, Mass. App. filed Dec. 31, 1903. The switch is
designed to operate a circuit leading from the trolley wire to a
ground or other return, which includes the operating electromagnet
of the trolley signal mechanism, and the switch which is designed
to be operated by a trolley passing along the wire.
767,939. Trolley Pole Head; John E. Greenwood, Utica, N. Y.
App. filed Aug. 29, 1903. The trolley pole has a flexible terminal
on which is movably mounted a cap-piece carrying oppositely dis-
posed members provided with collectors, said members being in-
dependently movable to cause them to readily adapt themselves to
the line wire, and means are provided for limiting the movements
of said members and for maintaining them in longitudinal align-
ment.
■
PERSONAL MENTION
MR. CHARLES C. BENSON, formerly general manager of the
San Juan Light & Transit Company, which Porto Rico system is
controlled by J. G. White & Company, of New York, is now here.
MR. E. B. GUNN, who recently resigned as general superinten-
dent of the Dayton, Springfield & Urbana Railway, of Dayton,
Ohio, was tendered a reception at Tecumseh Park by the operating
force of the road one evening last week.
MR. WILLIAM BARCLAY PARSONS, the consulting engi-
neer of the Rapid Transit Commission, of New York, has just
arrived from Liverpool. Mr. Parsons went to England several
months ago to give his services to the London company which is
building the underground railroad.
MR. N. F. LANGDON, who was lately connected with the con-
struction of the Wellington, New Zealand, tramway system, has
accepted a position with the United Railroads of San Francisco.
Prior to going to Wellington, Mr. Langdon served four years in the
repair shops of the Brisbane Tramways Company.
MR. WILLIAM E. CONKLIN, who acted for some time past
as assistant engineer of the Schenectady Street Railway, has been
appointed assistant engineer to Mr. H. A. Belden, general manager
of the Manila electric traction system and general representative
for J. G. White & Company in the Philippines. Mr. Belden is now
in New York.
MR. S. S. NEFF, formerly superintendent of the Boston Ele-
vated Railway Company, Boston, Mass., and previously superin-
tendent of the Union Elevated Railway, of Chicago, 111., has just
been appointed general superintendent of the Mexican Tramways
Company, Ltd., of the City of Mexico. Mr. Neff left to assume
charge of his new position last week.
MR. R. W. BAILEY, formerly superintendent of line construc-
tion of the East St. Louis & Suburban Railway, has been appointed
receiver of the St. Louis, St. Charles & Western Railroad Com-
pany. It is not often that a small electric railway property is for-
tunate in having as practical a railway man for receiver as Mr.
Bailey, who has for some time had entire charge of the overhead
construction of the extensive city and interurban system centering
at East St. Louis.
MR. GEORGE BOWRON, president of the New Zealand Elec-
tric Construction Company, which has recently been awarded the
contract for the construction and equipment of a somewhat exten-
sive electric traction system to be operated in and around Christ-
church by the municipal authorities of that Antipodean city, is now
on his way to the States. The Christchurch system will be built
almost entirely of American material and equipment. The ex-
pected trip of Managing Director Taylor has been indefinitely post-
poned. The New Zealand company contemplates undertaking
further construction work which will, it is expected, mean the
placing of further interesting contracts on this side.
MR. CHARLES F. GOODRICH, general superintendent of
the Fox River Electric Railway & Power Company, of
Green Bay, Wis., since January, 1898, and secretary and treasurer
of the Knox Construction Company since the organization of that
company, is to end his connection with both companies on Sept. 1.
Upon the retirement of Superintendent Goodrich, Mr. George W.
Knox, president of the Knox Construction Company, will assume
the general supervision of both systems. According to present
arrangements, there will be, within a short time, a formal consolida-
tion of the interests of the Fox River Electric Railway & Power
Company and the Knox Construction Company under the title of
the Green Bay Traction Company. President Knox will be named
as general manager for the entire system.
MR. JOHN BLAIR MAC AFEE, of Philadelphia, has been
elected president of the Augusta-Aiken Railway & Electric Com-
pany, of Augusta, Ga., controlling the Augusta Railway & Electric
Company, the Augusta & Aiken Railway Company, the North
Augusta Electric & Improvement Company, the North Augusta
Land Company and the North Augusta Hotel Company. Mr. Mac-
Afee is well known to the industry as a contractor and street rail-
way manager. He is a Canadian by birth, but he has lived since
childhood in Philadelphia. After graduating from the University
of Pennsylvania, he became a member of the Philadelphia Bar and
began the practice of law. He acted as attorney for several rail-
ways, and soon became interested in construction work. He was
one of the organizers and for some time vice-president of the Rail-
ways Company General and of the American Engineering Company.
MR. JOHN LOWBER WELSH, for many years closely identi-
fied with banking, railroad and street railway interests in Philadel-
phia, and especially prominent in Reading Railroad and Union
Traction Company affairs, died at his home in that city Monday,
Aug. 22. Mr. W elsh was born to wealth created by two generations
of conservative financiers, and made his own way very rapidly in
the financial world. At thirty years of age there stood to his credit
the financing in Europe of the Reading Railway loan. This was
in 1870. Thereafter his connections with the company were inti-
mate and, at times, vital. No less important an undertaking, how-
ever, was the laying by him of the foundation of the traction system
that afterwards became the Philadelphia Rapid Transit Company,
controlling all the lines in the city. In 1893, when electric traction
was coming into general use, he organized the People's Traction
Company. His ambition to merge the two big rival systems, the
Electric Traction and the Philadelphia Traction, was gratified iri
1895 by the organization of the Union Traction Company, of which
he was made the first president. He remained president until Sep-
tember, 1898, when he declined to stand for re-election. Soon
after he devoted himself to the affairs of his own firm and that of
Drexel & Company, with which he had been connected for many
years in an advisory capacity.
A MEETING OF THE EMPLOYEES of the mechanical depart-
ment of the Brooklyn Rapid Transit Company was held Saturday
evening, Aug. 6, in Trommer's large hall in Brooklyn, N. Y., to do
honor to their retiring master mechanic, A. J. Wilson, who recently
resigned on acccountof ill-health. The meeting was an entire surprise
to Mr. Wilson and was one of the largest gatherings that was ever
held in that city to do honor to a single individual, nearly 2500 of
his former employees and friends being present. The occasion was
the presentation to Mr. Wilson of a set of resolutions and a cut-
glass punch-bowl service, as a testimonial of their regard for him.
The resolutions, which had been very carefully prepared to ex-
press the sentiment of esteem, were beautifully engrossed and bore
the emblems of the Brotherhood of Locomotive Engineers, the
Brotherhood of Firemen and other fraternities in which Mr. Wilson
had long been interested; in the center appeared a photograph of
Mr. Wilson, which was flanked on either side by a pen sketch of
one of the former steam locomotives and a rear view of a motor car.
The presentation speech was made by Mr. Barnaby, of the audi-
tor's office of the company, who had been selected as chairman of
the meeting. Speeches were also made by many of the officials of
the mechanical department of the company, including R. C. Taylor,
mechanical engineer, and several others. Mr. Buehler, president of
the Columbia Machine Works & Malleable Iron Company, of
Brooklyn, also added interest to the occasion by referring pleas-
antly to his long and intimate acquaintance with Mr. Wilson. J.
Grimm, who presented the resolutions, recounted the life of the
master mechanic in the shop and office, and explained how he had
made his way into the hearts and affections of those who had been
under his charge.
INDEXED
Street Railway Journal
Vol. XXIV. NEW YORK, SATURDAY, SEPTEMBER 3, 1904. No. 10.
Published Every Saturday by the
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
.equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Penalties for Improving the Service
The City Council of Minneapolis last week received a lesson
which we heartily wish might be impressed on people of all
the cities of the United States, namely, that it does not pay to
impose penalties 011 improvements of service. The sentiment is
becoming entirely too general that any move a large city railway
company wishes to make in the way of extension or alteration
of existing lines is a matter which benefits no one but the com-
pany, and that every move should be paid for and all attempts
at improvements stopped until the company will accede to ex-
orbitant demands. The public in various cities where these
sentiments are strongest is the sufferer. In Chicago we see un-
necessary congestion and public inconvenience on the Union
Elevated T.oop goin<; (in month after month because of the re-
fusal ol" the city to permit of an extension of a few feet on each
elevated platform, the object of the city being to squeeze a few
more sheckels out of the elevated companies of Chicago, none
of which are at the present time paying any remarkable divi-
dends. In Minneapolis the Twin City Rapid Transit Company-
asked the Council for permission to lay tracks for a new loop
in the business district. This loop would have been of benefit
to the people of the whole city as well as a benefit to the busi-
ness Streets over which it would run. The railroad committee
of the City Council, however, thought it saw in the company's
request an opportunity to make the company pay for something
which the city had before been fully intending to pay for,
namely, the strengthening of one of the bridges across the Mis-
sissippi River, and recommended that the company be required
to do this if the loop ordinance was passed. President Lowry
very promptly gave instructions that the company's petition
for this new loop be withdrawn from the Council, since the loop
had been asked for only to benefit the public, and, under Minne-
apolis conditions, just as many people would ride whether the
loop is built or not, and the company will be spared great ex-
pense. The absurdity of asking the company at Minneapolis
to pay $100,000 for constructing a loop, the benefits of which
would be enjoyed by the public more than by the company,
might be laughed at were it' not an indication of a very preva-
lent epidemic in American c:ties.
Advantages in a Receivership
It is not usually supposed that a company is in an enviable
position when it is in a receiver's hands, but apparently there
are times when a receivership can smooth out tangles which
could be straightened in no other way. Chicago street railway
men, lawyers and citizens have long been guessing as to bow
franchise matters could ever be settled as regards the Chicago
Union Traction Company. The Chicago Union Traction Com-
pany leases the property of underlying companies. What the
Chicago Union Traction Company directors might agree to
would not necessarily bind the stock and bondholders of the
underlying companies, who actually own the franchises. The
Chicago Union Traction Company directors might assent to
what seemed to them the best bargain that could be made under
the circumstances, and this might be upset by the stock and
bondholders of the underlying companies, who are the ones
actually owning the property. Any one familiar with the Chi-
cago situation knows that it will be difficult enough to get a
franchise ordinance that the City Council on the one hand and
a single board of directors on the other will agree to, but when
it comes to satisfying not only these two bodies, but several
others to which the matter must be referred, the chances for
any kind of a settlement seemed to recede into the very distant
future. The Chicago Union Traction Company, however, is
in receivers' hands, and Judge Grosscup, in a letter addressed
to Mayor Harrison last week, made a very interesting sugges-
tion as to the powers of the court, which would indicate that
the receivership under these circumstances will have some de-
cided advantages. Judge Grosscup. under whom the receivers
of the Chicago Union Traction Company are acting, had been
3°8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
asked by the Mayor whether he could not arrange for a settle-
ment of the Chicago Union Traction Company's franchise prob-
lems on the same basis as proposed for the Chicago City Rail-
way Company in an ordinance recently drawn up. Judge
Grosscup did not commit himself as to this ordinance in par-
ticular, but expressed a desire for the settlement of the difficul-
ties, and suggested that the physical structure of the property
interests embraced in what is known as the Union Traction
lines, is such that a settlement out of court of their franchise
relations with the city, and particularly the merging of all out-
standing franchises in a new franchise, would be a task of great
difficulty. But the company is now in the court's hands, and
the court's possession of the properties, together with its juris-
diction over the questions that the proposed settlement is bound
to raise, would be helpful to a complete adjustment of all mat-
ters involved. Judge Grosscup's letter to the Mayor will be
found in full in another column.
Keep Before the Public
Steam railroad passenger agents have regular and established
channels for getting information to the public on the time of
trains and the other information that the traveler wants. Time
tables when published are distributed to certain definite places
where experience has shown that they are likely to be wanted,
and the public naturally looks in these places for them. Inter-
urban roads being of comparatively recent origin, have not
established anything like as thorough a system of reaching the
public. It is simply astounding to any unprejudiced traveler
who wishes to make use of interurban roads how little attention
interurban managers pay to getting information for the public
about their service. There are some interurban centers where
this is not true, but there are plenty of others where the inter-
urban managers have very much to learn about publicity. We
have said so much about this in the past that we are almost
ashamed to refer to it again, but there is certainly need of
something more to be said. An interurban railway system
reaching over 20 miles to 100 miles or more is not something
of entirely local interest. A prospective passenger, 100 miles
away, may want to see a time table in order to plan his trip.
To the discredit of interurban business, it must be admitted that
in many cases not only can no such time tables be found within
a radius of 100 miles of an interurban road, but, worse than
this, very frequently the only printed time table in existence is
th\e one made out by the management for the government of
employees. Time and again, in various places, the writer has
asked for time tables of interurban roads to be told that none
were available. The only means many roads seem to have of
getting time-table information to the public is through the in-
terurban waiting rooms and the daily papers in the cities which
they reach. Of course, it is true that when a road operates on
a certain time table for a year or more the entire community
gets posted on the time of the cars, so that the inquiring
stranger has a fair chance of finding out at least the leaving
time of interurban cars in the town in which he happens to be.
Further information than this is liable to be very indefinite. It
is a very "penny wise and pound foolish" policy that begrudges
a little money spent in printer's ink and distribution of time
tables. The trouble with many interurban managers is that
they are so well acquainted with the schedules themselves and
are so constantly in touch with people who arc, that it does not
seem to dawn upon them that every possible passenger may not
be entirely familiar with when and where the cars on their
roads run.
Concerning the Telephone
The value of the telephone as an aid to operation has become
well appreciated of late in the electric railway field, but a very
casual study of the instrument's use shows that the full benefit
of the apparatus is often missed in practice. The use of the
telephone is such a simple matter that the press of other busi-
ness frequently crowds out the consideration which ought to
be given to the design and installation of any system of com-
munication upon an operating road. Instruments are likely to
be set up without much regard to extraneous conditions, and
there is a tendency in more than one repair department to let
the apparatus alone after it is once installed, unless it becomes
flagrantly out of order. The importance of keeping the cars
moving casts such a large shadow over the odds and ends of
work which are always waiting to be accomplished that it is
hard to find time to maintain the telephone system in perfect
condition, even on interurban lines which depend upon it for
the safe movement of their traffic.
It is worth while in this matter to take a leaf from the book
of the steam road, which generally spares no pains to keep its
telegraph lines and apparatus in good condition. The safe and
expeditious handling of both freight and passenger traffic is so
bound up in the telegraph system of the modern railroad that
a break-down of communication demoralizes business to the
verge of paralysis.
The electric road is prone to make the mistake of getting
along with a system of telephones which works only passably
well. This is often not so much the fault of the apparatus as
it is the error of those who install the equipment. It is no un-
common thing to find a sub-station telephone, for example, set
up without any sound-proof booth in the midst of operating ma-
chinery which renders the reception and transmission of speech
nearly impossible ; in other cases the telephone will be installed
in a corner of a despatching office in such a way that the de-
spatcher is obliged to turn his back upon the tracks when talk-
ing, and in still other instances the despatcher has to raise him-
self in his chair in order to see the tracks which he governs,
thereby laying himself open to the chance of cutting off part of
his conversation with trainmen at turn-outs at times when
every word is of critical importance. Misunderstanding of
orders and all that it implies hang over an imperfectly working
system like the famous' sword of Damocles, and in times of
emergency both life and property may go to the wall through
the indistinctness or interruption of the telephone service. In
like manner the importance of equipping large power stations
with extension sets is not always appreciated. A plant of 10,000
or 15,000 kw capacity deserves more than a single telephone
mounted on a second-story switchboard gallery perhaps 50 ft.
above the engine room floor and accessible only by two or three
long flights of stairs.
Considerable advantage arises on city systems in having tele-
phones located near the posts of inspectors and starters whose
duty requires them to be in close touch with both the street
traffic and various car houses and division headquarters. In
case of break-down it is most convenient to be able to send for
the emergency crew within a moment of the accident's occur-
rence, and when such delays happen in rush hours every half
minute cut from the blockade time means money in the com-
pany's pocket. The cost of installing a telephone set in a locked
box near the busiest tracks of a system weighs but little against
the saving effected by inspectors being able to call up any de-
partment at a moment's notice. The cost of relieving a block-
ade generally amount? to a comparatively small sum of money,
September 3, 1904.]
STREET RAILWAY JOURNAL.
309
the vital element being the time required to set the system in
motion.
As for the type of telephone apparatus best suited to electric
railway purposes there is little doubt that the common battery
central-energy system is superior to every other form of equip-
ment, at least for city roads where the distances of transmission
are short. Some form of automatic apparatus may do well
enough for the departments of a repair shop, but experience
seems to indicate that for serving the whole street railway
system, from the street to the office of the manager, the cen-
tralized battery apparatus possesses great advantages in point
of quickness and simplicity of operation, coupled with moderate
maintenance charges. Here, as elsewhere, inferior equipment
i.c dear at any price.
The G. E. Alternating-Current Motor
In our editorial reference to the new alternating-current
motor of the General Electric Company last week, we dis-
cussed the general theory of magnetic distribution and com-
pensation as applied to series-commutator motors for a. c.
railway service. The development of a railway motor for a. c.
and d. c. work by such a large company as the General Electric
constitutes, has such an important bearing on electric railway
affairs that we cannot but refer again to some of the principal
features in the machine and system described last week.
The tests published in the last issue give a forcible impres-
sion of general usefulness and of a degree of adaptability which
is very gratifying, in view of the many difficulties surrounding
the problem. Looking at the matter quite impartially, we be-
lieve that the designing engineers did well to lay aside the re-
pulsion type of motor in spite of its fair promises, and to apply
themselves to the development of the series form, of which the
value had been realized by Mr. Eickemeyer more than a decade
since. The point of the matter is that a thoroughly practical
a. c. railway motor must be able to run effectively as a d. c.
motor in order to find free applicability on existing systems.
Were this not so, the a. c. motor in some one of its polyphase
forms would long since have made a powerful impression upon
the art. As the case stands, the most serious obstacle which
the a. c. railway motor has to encounter is not ultra conserva-
tism, or commutation difficulties, or hysteresis losses, but con-
nections with d. c. roads. So long as these exist the a. c. motor
must be prepared to meet them more than half way, which
seems to be the policy indorsed by the motor before us.
In a repulsion motor, as in all other induction motors, the
structure must be a first-class transformer. This requirement
does not seem to be compatible with good performance as a
d. c. motor, and approaching the problem from this viewpoint,
the course which has been followed in the design of the motor
under consideration is strictly logical. To put the matter 111 a
nutshell, it is a d. c. motor adapted for use on certain alter-
nating circuits rather than an a. c. motor workable at a pinch
on d. c. circuits. This condition could not be properly met by
any form of transformer motor, but could be met by a properly
planned series motor. The crux of the problem is the main-
tenance of proper commutation in both functions of the ma-
chine. So far as we can judge, the tests have indicated at
least a very encouraging degree of success, although, as we
have often remarked in this connection, the final test is a test
of endurance, of power to stand up steadily to work for long
periods without developing trouble at the commutator. This
matter aside, one must realize that in this, as in every other
case of design, the final result is due to a series of compro-
mises. Given a general structure.which will answer measurably
well for both d. c. and a. c. currents, the final form is a ques-
tion of sheer finesse. By taking advantage of a fairly high
armature speed and not stinting in quality of iron, weight of
copper and structural expense, one can hold up the efficiency
and operative qualities very creditably, both as regards d. c.
and a. c. currents. If one particular property is very highly
developed it will infallibly be at the expense of some of the
others. This idea of compromise holds good as regards the
respective performances with d. c. and a. c. supply. The pres-
ent motor impresses us as a clever compromise in this last par-
ticular, since it is a well-known fact that the conditions of ser-
vice which in themselves demand a. c. supply most forcibly
are those in which something can be spared in acceleration
power, and even in efficiency, since they in themselves favor
efficient operation, while in d. c. working with the same motor
large accelerative power is highly important, and efficiency
under these trying circumstances, although never at its best,
must be earnestly cultivated.
The success of a d. c.-a. c. motor must be measured not by
numerical results under specified conditions, but by all around
results. It reminds one of the case of warship design, on a
given tonnage, in the last resort determined by the vote of the
honorable member from Waybacque, a delicate compromise
must be made between protection, speed, coal endurance, bat-
tery power and other factors scarcely less important. The use-
fulness of the ship is not determined by the predominance of
any one factor, but by the co-ordination of all. Just so in the
case of this new motor — its value in the art must be judged not
by one particular feature of its performance, good or bad, but
by its operation in all its functions under existing conditions
upon electric roads. And these cannot accurately be foretold
by the results we have published, but must be tested by hard
experience, just as the success of a warship design must be
demonstrated under hostile fire. Our general impression of the
motor here discussed is distinctly favorable as regards its prac-
tical usefulness, but we are anxious to see it tried out on a
large scale in actual hard railway work. As compared with
others of the type, it is far too early yet to pass judgment upon
it. Electric railroading, as we have often pointed out, is under-
going steady segregation. We have to deal not only with urban
roads rich in suburban and interurban connections, but with
interurban roads approximating ordinary railroads very closely
in their structure, service and general functions. It is alto-
gether unlikely that any one generalized type of motor can be
made to meet fully all these conditions. It is certainly a ma-
terial advance in the art to have developed a motor to meet
successfully a substantial part of them.
We feel, however, that for the larger railway work all these
series alternating motors leave something to be desired.
Whether it is practicable to construct an alternating motor for
such service which still will be capable of working measurably
well over d. c. lines, remains yet to be seen. As a practical
matter, such a motor as this series-compensated one seems to
have before it a considerable field of usefulness. The power
of working well on an ordinary tramway without essential
change in equipment or method of operation, and then slipping
upon an outlying a. c. system and doing interurban service with
effectiveness, is a very valuable one. The weight and expense
required as the price of this facility must, however, be taken
into account. Only considerable experience will enable a
proper judgment to be made on this point, but the engineering
skill shown in so deft a compromise is worthy of congratulation.
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
A NEW CONCRETE PAINT AND OVERHAULING SHOP-
PHILADELPHIA RAPID TRANSIT COMPANY
The Philadelphia Rapid Transit- Company is making exten-
sive improvements in shop facilities at its Kensington Avenue
shops by an addition to the former large repair shop at that
point of a new two-story building which will provide the greatly
needed additional room for properly maintaining their largely
increased rolling stock equipment. This company has for some
time past maintained two large overhauling and general repair
shops, one at Eighth and Dauphin Streets, and the other at
Kensington Avenue and Cumberland Street, where all heavy
FRONT ELEVATION OF THE NEW SHOP BUILDING FOR THE
PHILADELPHIA RAPID TRANSIT COMPANY
overhauling work to the rolling stock has been carried out.
With the recent large additions to the equipment of the system,
however, these two shops have become heavily overtaxed with
work, and they have for some time felt the need of additional
room for greater facility in carrying on the work. The number
of cars which this company now operates has been increased
to 3900, and the mileage of track now totals 520 miles. The
Kensington Avenue shops had be-
come so crowded that in some de-
partments the work has been carried
on at a great disadvantage, and tools
which have been added to facilitate
work could not be located with advan-
tage in reference to the work handled.
In considering the problem of ex-
tension of the shop a serious difficulty
was met in that each of the shop
plants occupied an entire city block,
so that there was absolutely no room
left for extension of plant except up-
ward, by increasing the height of the
buildings. The Kensington Avenue
shops offered the most available op-
portunity for extension on the Cum-
berland Street side of the plant. The
old car depot, which had of late been
used mainly for car storage, painting,
etc., formerly located there, was not
adapted to car repair work and had
been little used except for light work
only. It was decided to tear out this
building and replace by a two-story
structure, the lower floor of which should be used for heavy
overhauling work, and the second floor for a paint shop. Ac-
cordingly, an interesting shop plan was designed and adopted,
and the new structure is now under construction.
The layout of the plant of the Kensington Avenue shop in-
stallation is illustrated in an accompanying engraving. As
shown, it occupies the entire block upon Kensington Avenue,
bounded by Cumberland and Sergeant Streets at the two sides,
and Jasper Street at the rear. The location and arrangement
of the new building at the Cumberland Street side, as being
installed, is clearly indicated therein. The older shop buildings
lie between this building and Sergeant Street, and embrace a
woodworking shop, machine shop, blacksmith shop and elec-
trical repair shop, in addition to the extensive erecting shop
facilities. An excellent idea of the relative sizes of the older
shop buildings as compared with the new shop is shown in the
accompanying general cross-section of the entire shop struc-
ture, which is given upon a following page ; the new shop
building occupies a much larger ground area than any one of
the other buildings, and is, in addition, two stories in height.
The machine and overhauling shop, which is shown at the ex-
treme right, formerly took care of the greater part of the heavy
machine and electrical repairs, while overhauling was taken
care of in the two buildings immediately to the left. Hereafter
a large part of the overhauling work as well as all the paint-
ing will be handled in the two-story building at the extreme
left, at the Cumberland Street side.
The work of construction upon the new shop building has
only recently been begun, but by reason of the possibility of
using portions of the walls of the older building remarkable
progress has been made, and at the present time the new build-
ing is nearly completed, so that the shop will be opened up for
work early this fall. The photograph, which is shown here-
with, illustrating progress of the work and incidentally the
method of erection of the concrete roof, was taken Aug. 6,
and serves to indicate the rapidity with which the work has
been carried out. As may be seen by the same, practically the
entire first-story portions of the former walls of the car depot
building are being made use of for the new building. For this
reason the outside construction of the new building will be of
brick, but the interior construction, including all columns,
girders and floors, as ' well as also the roof, will be of rein-
forced concrete construction of the latest and most approved
tvpe; this renders the structural features of the new shop, irre-
CONSTRUCTION VIEW OF THE WORK OF ERECTING THE NEW REINFORCED CONCRETE
SHOP BUILDING, SHOWING ERECTION OF FALSE WORK UPON SECOND
FLOOR, TO SUPPORT THE ROOF FORMS
spective of the very interesting details of its equipment, of
more than ordinary interest to street railway officials on ac-
count of the supreme advantage of the fireproofing qualities
afforded.
The drawings on the following pages indicate the disposition
of space in the new building and the arrangement of tracks,
pits and the transfer tables. The building is 90 ft. x 389 ft. in
size outside, the first floor having a clear height under beams
of 18 ft., and the second floor a clear height at eaves of 15 ft.
2 ins. As may be noted, the first floor provides for five lines
of track, while the second floor has six. Upon the first floor
all tracks, at the rear of the transfer table, are provided with
September 3, 1904.]
STREET RAILWAY JOURNAL.
3"
pits, while those at the front, or Kensington Avenue end of the
building, are provided with pits in each case except the track
at the south side, which contains the elevator for raising cars
to the second floor. The track at the opposite or north side
of this floor, leading out upon Kensington Avenue, will not be
used for overhauling work, but will be kept free for cars enter-
ing or leaving the shop, the pit being intended to facilitate in-
spections of incoming cars or final inspections of repaired cars
leaving the shop. The nine sections of track upon the first
particularly on account of the importance of fireproof con-
struction for urban building conditions. The result has been
that not only this shop but also many important new sub-sta-
tions, power plant and other buildings of the company are
being erected in this way.
The design of the structural features of the building was
intrusted to the Reinforced Cement Construction Company, of
Philadelphia, engineers and contractors for this class of con-
struction. They have provided for the construction, out of re-
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GROUND LAYOUT PLAN OF THE KENSINGTON AVENUE SHOP PLANT OF THE PHILADELPHIA RAPID TRANSIT COMPANY,
SHOWING LOCATION AND ARRANGEMENT OF THE NEW STRUCTURE UPON THE CUMBERLAND STREET SIDE
floor having pits will provide for the overhauling of twenty-
two cars simultaneously, while upon the second floor thirty-
four cars may be painted at one time. This addition to the
Kensington Avenue shop will increase the number of men em-
ployed there to 350 men.
One of the most interesting features of this shop lies in the
interesting type of construction which was resorted to. Con-
crete construction was decided upon by the engineering depart-
ment of the company after a long and careful study of the
subject as well adapted to requirements of this new shop. The
excellent results which have resulted from the greatly increas-
ing use of reinforced concrete construction led the Philadelphia
Rapid Transit Company to carefully investigate its merits,
inforced concrete of the type indicated in the following draw-
ings, of the girders, trusses and floor and roof members, for
which particular details steel I-beams would ordinarily be used.
The system used by this company is a modification of what is
known as the De Valliere system, which has been largely em-
ployed in Switzerland and Italy. This company has made many
installations of important buildings upon this principle, and
also has recently satisfied the building inspectors of the cities
of New York, Philadelphia and others as to the strength and
geireral merits of the system.
In a test which was recently made upon this system of con-
crete construction, a section of floor, 8 ft. x t8 ft. in size, with
cross girders of moderate size, was erected upon 16-in. columns
September 3, 1904.]
STREET RAILWAY JOURNAL.
and surrounded by brick walls to a height level with the top of
the floor, the brick structure acting as a furnace by which to
submit the concrete construction to the test of extreme heat.
The sample floor was supported upon two 8-in. x 14-in. rein-
forced concrete girders, which spanned the spaces between
the columns. Each girder was reinforced by four i-in. round
steel rods at the bottom, hung in stirrups of twisted 5-16-in.
round steel and having an eye at the top through which the
5-16-in. round rods of the floor slab were inserted. The girder
rods were placed within 2 ins. of the bottom of the girder, the
two lower rods running straight from end to end, while the
this length of time a stream of cold water was turned upon the
floor from a regular fire hydrant delivering at 65 lbs. pressure,
and the structure was cooled as rapidly as possible in this way.
It is interesting to note that the total deflection under the load
of 150 lbs. per sq. ft. and the effect of the fire was only 2 5-12
ins. at the center of the floor slab, although the floor recovered
1 5-12 ins. of this after thoroughly cooling. It was found that
no separation had taken place between the slab and the beams,
and no spalling of exposed surfaces was found, even though the
bottom surface of the slab had been at a cherry red heat. After
the concrete had become thoroughly cooled it required a total
PART FLOOR PLANS OF THE FIRST AND SECOND FLOORS OF THE NEW SHOP BUILDING, SHOWING ARRANGEMENTS OF
TRANSFER TABLE RUNWAYS, TRACKS, PITS, OFFICES, PAINT VAULT, ETC.
two upper rods were bent up at each column support in order
to resist horizontal shear and take up any negative bending
movement due to the monolithic structure, as this system of
construction provides for. The floor was 5 ins. thick, having
one layer of 5-16-in. round steel rods, spaced at 8-in. centers,
at the bottom, and another layer of similar rods running from
the bottom of the slab at the center to the top of the floor at
the outer edge, in order to strengthen the overhang of 14 ins.
beyond the girders.
After the structure had become thoroughly set, a load of pig
iron, amounting to 150 lbs. per sq. ft., was placed upon the
floor, although no deflection whatever was noted as a result of
this load. After this an intense fire was started from oak cord
wood within the furnace enclosure beneath the floor and was
allowed to burn for over three hours, the high temperature of
1859 degs. F. having been reached. After having burned for
of 336 lbs. of load per sq. ft. to cause the floor to crack, after
which the floor slab was loaded with a total of 602 lbs. per sq.
ft., giving a maximum deflection of 2 5-12 ins. This indicates
that the type of construction used provides a liberal factor
of safety.
The details of this type of concrete building construction as
applied to the Kensington Avenue shop addition are clearly
shown in the two accompanying drawings, one a detailed cross
section through the new building, with part detail plans of roof
bays and transverse girders, and the other a part longitudinal
section to show the complicated special construction at the
transfer table pit. As may be seen from the street layout plan
of the shop site, the various buildings are served from transfer
tables, the lack of room under city conditions of operation pre-
venting the use of ladder tracks for entering from the streets
onto the various floor tracks of the buildings. In the construe-
3H
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
tion of the new two-story addition it was therefore found
necessary to make use of the transfer table idea upon the second
floor as well as the first floor, which has been worked out in
an interesting manner. As may be noted, the table construction
on each floor permits of handling double-truck cars as large as
45 ft. in length. The peculiar adaptability of this
method of reinforced concrete construction to a prob-
lem of such a difficult nature as this is readily seen by
an examination of the longitudinal sectional drawing.
As may be noted therefrom, the transfer table is car-
ried in a pit 23 ft. wide, which is depressed 11 ins. be-
neath the level of the shop floor and extends crosswise
of the building. Four running rails are used, as
shown, for carrying and guiding the transfer table,
and under these are arranged cross concrete support-
ing girders 18 ins. x 18 ins. in section. These cross
girders distribute the load to heavy longitudinal
girders of very novel construction ; as shown at sec-
tion X-X, these longitudinal girders are 18 ins. x 39^
ins. high at bottom side of floor, although in reality
they may be said to be ins. high, including the
thickness of the floor which is built in with the beam
to form a monolithic structure. There are four of
these heavy longitudinal girders spanning between col-
umns. This is an example of probably one of the
September 3, 1904.]
STREET RAILWAY JOURNAL.
3i5
CROSS SECTION OF BUILDING, SHOWING DETAILS OF REINFO RCED CONCRETE CONSTRUCTION , PLAN OF ROOF, BAY, ETC.
316 STREET RAILWAY JOURNAL. [Vol. XXIV. No. 10.
DETAILS OF THE SPECIAL ELEVATOR CONSTRUCTION FOR THE NEW KENSINGTON AVENUE SHOP BUILDING FOR HOISTING
CARS TO THE PAINT SHOP, UPON THE SECOND FLOOR
September 3, 1904.]
STREET RAILWAY JOURNAL
317
largest girders of concrete construction that has up to this
time been constructed especially for handling live loads of the
nature of moving cars. These beams all involve the same gen-
eral principles of construction as were embodied in the girders
of the test floor previously referred to.
Other interesting details are to be noted in this construction
in the method of tieing these longitudinal girders into the
20-in. x 24-in. building columns upon which they are sup-
ported. The columns and the girders are built together to
form a monolithic structure, the load from the girders being
distributed to the columns by a special bracket form of con-
struction, as shown. The brackets are heavily reinforced by
the use of diagonal bracing of round steel rods. It may be
thought that a considerable risk is being taken in providing
for the carrying of the weight of moving cars upon girder con-
struction of this nature, having a clear span of 46 ft. between
END VIEW OF THE CAR ELEVATOR, SHOWING CLEARANCES
the columns, but it has been proven by the most careful tests
that the capacities of these girders may be predetermined with
as great accuracy as is possible in the case of steel I-beams or
plate girders. Another interesting feature of construction is
the method of building up the floor at the edges of the transfer
table pit on the second floor, as shown in the longitudinal sec-
tion. There was insufficient room over the 18-in. x 18-in. cross
girders, so that a novel method of diagonal tieing was re-
sorted to.
The roof girders which carry the long span over the transfer
table section were required to meet conditions similar to those
imposed upon the second floor girders. The use of the transfer
table to carry heavy double-truck cars required a free open
space of at least the size shown, and it was therefore necessary
that no intervening columns be used. The longitudinal roof
girders at this section of the shop were therefore also required
to cover a span of 48 ft., and for these reinforced girders 10
ins. x 18 ins. in size are used. The cross roof beams are 8-in.
x 16-in. beams, of similar construction, and are located 6 ft.
apart. The style of roof construction and proportion of slope
given for drainage are made clear in the cross section. The
roof covering will be a concrete slab flooring, 3 ins. thick,
which will be covered with felt, tar and gravel.
The other interesting details of the construction of the new
building are shown in the detail cross and longitudinal sec-
tional views, which are well drawn to illustrate the arrange-
ment of reinforcing steel in each girder. It is to be noted that
the Reinforced Cement Construction Company advocates the
use of round sections of steel only as embodying the greatest
security against the development of fissures in the concrete
matrix when the different members are overloaded. It is found
by them that by the use of such round sections the steel is more
surely embedded in its matrix of concrete, whereby it is best
protected against the external influences, and the full value of
the cohesion between steel and concrete (estimated by Baushin-
ger at 600 lbs. per superficial square inch of surface contact)
is realized. The methods employed by this company for de-
termining the required sections of steel and concrete were
based upon the work of the most noted of the concrete building
authorities of Europe. In general, it may be said to consist of
locating the neutral axis of the members by taking into con-
sideration the relation of the modulus of elasticity of steel and
that of concrete; while with this method a greater amount of
steel and concrete is required than with some other systems,
the results are found to be sure and the uncertainties of em-
pirical formulae are said to be avoided.
It is interesting to note that in the construction of this build-
ing over 2000 cu. yds. of concrete construction were used,
while the total weight of reinforcing steel rods ran up to 250
tons. An excellent idea of the enormous strength of this con-
struction may be gained from the extreme difficulty that was
experienced in tearing out a piece of floor which had been
faultily set by the workmen; in removing a section of the
second floor, approximately 5 ft. x 18 ft., it required the efforts
of two men working hard for three days — a remarkable test
of its strength and durability.
The arrangement of tracks, columns, etc., upon each floor of
the new building is shown in the accompanying plan drawings.
It will be noted that upon the ground floor of the new building
a liberal amount of space is provided for the offices at the shops.
The present office facilities are located in the rooms on the
Sergeant Street side, which, as shown upon the layout plan,
will in the future be occupied by the boiler room. In the new
building a large space will be devoted to the shop offices, which
will be well lighted and roomy, and will liberally provide for
the facilities required. An inner office is provided for the
master mechanic in charge, Frank Wampler, while the outer
office will be devoted to the time clerks in connection with the
checking in and out system for keeping time. A set of lockers
3i8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
for the use of the workmen are arranged along the north side
of the shop just beyond the entrance, while the toilet rooms
adjoin the hall which leads from the offices to the stairway.
Upon the second floor four rooms are laid off at the front
end, two of which are strictly fireproof, and provide for the
storage of paint and paint brushes, while the largest one will
be devoted to sign painting. At the rear is the toilet room,
and outside of this are arranged the lockers for the use of the
painters. The sign painting room is provided with large win-
dows, which will give the excellent lighting facilities required
for this class of work. The paint vault and paint-brush room
are each provided with concrete walls, sliding metal doors and
details are shown in the accompanying drawings, which also
illustrate a typical car in position thereupon and give an idea
of its capacity. This elevator was designed and built by the
firm of F. A. & H. P. Bates, engineers, of Swarthmore, Pa.,
who make a specialty of high-grade passenger and freight
elevators.
The capacity of the elevator is 50,000 lbs. at a speed of 20 ft.
per minute for the rise of about 20 ft. The pumping plant is
proportioned to allow the car to make one round trip every
three minutes. The elevator machinery is located in the pit
at the bottom of the shaft, to ft. deep below the ground floor
level. The travel of (he elevator is from the level of the
End View
•Showing Troney.
THE TYPE OF JIB CRANE TO BE USED IN THE NEW OVERHAULING SECTION, SHOWING DETAILS OF TROLLEY, ETC.
fireproof window construction, consisting of metal galvanized
iron window sash and wire glass. The location of these two
latter rooms at the front end of the building and at a portion
of the block which is most frequented is a wise precaution, as
in case of a possible fire it will be much more readily discov-
ered than if the room had been located at the rear or in any
other out-of-the-way location. The longitudinal section of
the front end of the building shows the arrangement of the
stairways, as well as also the partitions and windows.
An interesting feature of the equipment of this new shop is
the elevator, which is located in the south track near the Ken-
sington Avenue entrance, for raising cars to the paint shop
upon the second floor. This elevator is of the direct-acting
hydraulic-plunger type and involves some interesting features
of design. Especially heavy construction has been resorted to,
and its capacity has been carefully determined to provide for
any abnormal increase in size of cars which may be determined
upon. The construction of the elevator and arrangement of the
ground floor to the level of the second floor, a distance of about
20 ft.
The elevator car is 12 ft. wide and 42 ft. long, made of steel
strongly braced and stayed, so as to withstand the full load
when applied at either end of the car. The truss work on the
car is 10 ft. high, of 8-in. channels, with heavy gusset plate
connections, and the framing of the floor is of 8-in. steel beams,
covered with the floor of yellow pine. The guides on the car
are of steel, 12 ft. long, and arranged so as to give bearing sur-
face on the strips for their full length, thereby giving a rigid
connection between the car and the guide strips.
The elevator engine is of the direct-acting plunger hydraulic
type, consisting of a hollow steel plunger, turned perfectly
straight and polished true and smooth to a uniform diameter
of 16 ins., and connected to the platform by means of a heavy
cast-iron spider. This is operated in a heavy cast-iron cylinder
18 ins. in diameter, which is fitted with a heavy cast-iron stuff-
ing box provided with follower and gland to admit six rings
September 3, 1904.]
STREET RAILWAY JOURNAL.
of square hemp packing, which can be readily removed or re-
newed. This forms a water-tight joint and rigid guide for
the plunger.
For controlling the movements of the car a water-balanced
valve 3 ins. in diameter is used, to which the controller is con-
nected directly without a pilot. The valve is fitted with bronze
piston rods, bronze pistons, and bronze rack with steel pinion,
brass lined, with graduated openings to receive and discharge
the water at the top and bottom landings without shock or jar.
It is directly connected to an operating cable conveniently lo-
cated to the elevator platform. The elevator is provided with
an independent automatic stop, connected to the operating
valve and arranged to stop the car at the top and bottom land-
power pump, which is direct driven by a Diehl direct-current
motor through a Reynolds silent-chain for silent and smooth
operation. The pump has pistons 5 ins. in diameter, with
an 8-in. stroke, and is fitted with a by-pass to prevent the pres-
sure exceeding the maximum of the pressure tank. A pressure
regulator is used in connection with the motor drive, which
automatically starts and stops the motor as the pressure in the
pressure tank falls or rises, the motor thus running only when
water is required for operation. The pressure can be reduced
by properly setting the regulator, and the current used in the
motor will thus be in accordance with the load lifted.
The pressure tank is a long horizontal tank provided for a
capacity of 1500 gallons. Its heads are dished out to the radius
Cross -Sedittt^A'A thprfU/K Crane shomny^
arrangement of Moisting {rear ^_
DETAILS OF THE TRAVELING CRANE FOR THE OVERHAULING SECTION OF THE NEW SHOP, SHOWING ARRANGEMENT OF
THE MOTOR-DRIVEN HOISTING MECHANISM, ETC.
ings without shock, and independent of the elevator operator.
The elevator will be provided with two counterweights placed
at the sides of the hatchway and equal in weight to that of the
car and part of the plunger, so as to require the minimum
power for operation. Each counterweight will weigh about
8000 lbs. and will be connected to the car by means of four
5^-in. cables, arranged so as to equally take the weight of the
counterweight.
A locking device for holding the car stationary will be placed
on the underneath side of the platform, operated by a lever on
the platform, and so arranged that this device cannot he oper-
ated until the car gets to the upper level ; it will then be re-
leased by an incline at the side of the hatchway, and can then
be operated to hold the car at the level of the floor until the
load is taken on or off.
The hydraulic pressure pump consists of a Deming triplex
of the tank's diameter, the design of the tank providing for a
working pressure of 300 lbs., the test pressure to which it is
subjected before going into service being 500 lbs. hydraulic.
The discharge tank is of J^-in. tank steel, made water-tight
and having a capacity of 1200 gallons. The arrangement of the
apparatus in the pit beneath the first floor position of the table
is clearly shown in the engravings. All parts are easy of access
and may be readily adjusted, the result being a model plant in
every respect for heavy service.
Other important details of the new shop are to be noted in
the special crane equipment for the erecting floor, consisting
of traveling and jib cranes, the former to be located upon the
concrete columns for assisting in the overhauling work and the
latter for hoisting cars up to remove the trucks from beneath
them. On account of the importance of these details both the
jib cranes and the traveling cranes arc illustrated by th<'
320
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
detail sectional drawings presented on the preceding page.
In each of the 18-in. x 24-in. main columns in the first floor
of the new building, supporting bolts are built in upon which
to fasten the special pivot brackets for the jib cranes. The
arrangement of these bolts and the supporting brackets are
clearly shown in the accompanying engraving. The crane is
built up of structural work, the upper horizontal member con-
sisting of two 7-in. channels 11 ft. long, while the vertical
and slanting members consist of two 5.-in. channels each ; these
are built up very strongly upon cast-iron separators, in the
manner shown in the drawing, two of which act as pivots upon
which the crane swings. This crane is provided for an ex-
treme lifting radius of 10 ft. 5 ins. from the pivot centers, and
is designed for a capacity of hoisting 3000 lbs. It is swung
and the trolley is traversed by hand.
A novel construction of trolley is used upon these jib cranes,
the runway for which is formed by the opening between the
two 7-in. channels of the horizontal member. A simple small
four-wheel car of 12-in. wheel base is used for this, from
which a hook, carried in a universal ball joint or swiveling
base in the trolley frame, projects downward. Upon this is
hung the air hoist, or block and tackle, for the hoisting, as de-
sired. The other interesting features of this design, such as
the details of the trolley wheels, etc., are made clear in the
accompanying engraving.
The details of the traveling crane are shown in another en-
graving. The traveling cranes span the spaces over tracks
between the columns of the first floor. The columns have solid
brackets near the top, built in and heavily reinforced by angling
steel rods in the concrete construction, and upon these brackets
the crane runways are located. The crane runways consist of
I-beams rigidly bolted to the columns above the brackets by
special through bolts provided in the columns, and upon them
are located the rails carrying the crane wheels. The runway
rails are located 15 ft. between centers.
The traveling crane consists of two wheel carriages or
frames, built up of heavy 10-in. channels, so located as to bring
the centers of wheels 5 ft. apart; between these are carried two
8-in. I-beams, which are rigidly bolted beneath the carriages
by special cast bracket construction, as shown in the drawings.
Particularly strong and stiff construction is here resorted to,
with the result that a very rigid and serviceable crane structure
is secured. The motor operating the hoisting mechanism is
one of the 2-hp Christensen air-compressor motors, furnished
by the National Electric Company, which drives through re-
duction gearing to a shaft beneath the crane members leading
from one side to the other and operating the hoisting drums
through worm-gear drives; the Christensen motors are of the
series type, and thus are well adapted to this service — particu-
larly so as the Christensen air-brake system is the standard of
the road, and thus no special equipment is introduced. The
arrangements and proportions of this mechanism are clearly
shown in the drawing. The crane is moved longitudinally
along the track by hand power, a hand chain connection being
provided which extends down to the floor within easy reach.
This chain wheel drives the shaft extending across between the
two wheel carriages from which the drive is delivered simul-
taneously to the crane wheels through gearing.
The designs of the jib and traveling cranes were worked out
by the engineering department. They were built by Alfred
Box & Company, Philadelphia, Pa., but are being assembled
and installed by the company. The three transfer tables are
being built at the shops of the company. The general con-
tractor for the building construction is F. T. Maguire, of Phil-
adelphia, who expects to have the building completed and
ready for occupancy by Nov. 1 next. The total cost of this
improvement, including building construction, tracks, elevator,
transfer tables, heating and lighting equipment, etc., will be
about $125,000.
NEW EXTENSION OF THE HARTFORD & SPRINGFIELD
A new branch of the Hartford & Springfield Street Railway
Company has been formally opened by the Street Railway Com-
missioners of Connecticut. The cars began to run on Monday,
Aug. 29. The road is 10 miles long. It starts from Windsor
Green and runs due north to Windsor Locks, and thence to
SufReld, where it joins with the Suffield Street Railway Com-
pany, thus completing the circuit between the cities of Hart-
ford and Springfield.
The track is ballasted for the most part with a foot of coarse
sand or gravel, though in some places crushed stone is used.
In parts of the route through Windsor Locks the regular State
highway macadamized construction has been employed. About
26,000 ties have been laid. These were all furnished by local
contractors. The Weber railway joint has been put in through-
AT THE ENTRANCE TO WINDSOR LOCKS
out. Seventy-pound T-rails, furnished by the Pennsylvania
Steel Company, have been employed. The line is "bonded"
throughout with 8-in. all-copper wire bond of No. 0000 ca-
pacity, and it is "cross-bonded" every 1000 ft. with 60-in. cop-
per bonding of No. 0000 capacity.
The bridges and trestles are said by Joseph D. Evans, who
has had charge of the work as representative of the National
Construction Company, to be strong and well built enough for
the purposes of any steam road. The principal piece of bridge
construction was the new steel bridge over the Farmington
River in Windsor, standing alongside of the old covered bridge
of wood which carries the highway, which was built in accord-
ance with plans approved by the engineering department of the
New York, New Haven & Hartford Railroad and by the State
Railroad Commissioners of Connecticut. The new bridge is
in two spans of 115 ft. and 135 ft, respectively. The abut-
ments are of concrete construction. The center pier consists
of two steel cylinders, each containing five piles.
September 3, 1904.]
STREET RAILWAY JOURNAL.
321
The trestle approaches to the bridge over the western branch
of the New York, New Haven & Hartford Railroad are to-
gether about 950 ft. in length. They are on piles of Georgia
pine, driven into the ground to a depth of 18 ft. to 24 ft. The
stringers are 8 ins. x 16 ins., and are 30 ft. long. There are
the United States Signal Company's automatic electric signal
system. At each of the three large turn-outs, capable of hold-
ing three cars, the Couch and Seeley pole telephone is found.
Both telephone and signal systems are protected from the dan-
ger of thunder storms by twelve Shaw lightning arresters. The
THE NEW BRIDGE OVER THE FARMINGTON RIVER
THE ROAD IN SUFFIELD STREET
two of them under each rail. The ties are 7 ins. x 7 ins., and
are 9 ft. long. They are placed 15 ins. apart. The wooden
guard rails outside of the steel rails have a cross section of
6 ins. x 7 ins., and run continuously on the trestles. There is
also a T-guard rail inside the other rails which runs contin-
uously across the trestle. The trestles are all constructed in
accordance with standard steam railroad specifications.
Elsewhere the most advanced appliances for safe-guarding
traffic have been employed. The line is operated by blocks of
trolley itself is similarly protected by eighteen General Electric
M. D. lightning arresters.
For the overhead construction about 600 trolley poles have
been planted. On these a new style of flexible brackets has
been employed. Grooved trolley of No. 00 capacity is used,
as well as the West End hangers. On all curves and pull-offs
solder bronze ears have been introduced, and on straight lines
the ordinary 8-in. mechanical ear.
The line is fed by an aluminum cable 1 5-16 ins. in diameter,
equivalent in cross section to a 500,000-circ. mil copper feeder.
The power is supplied from the power house of the Hartford
& Springfield Street Railway Company at Warehouse Point.
It is brought over the Connecticut River to Windsor Locks by
means of an aluminum feeder cable strung along the north side
of the historic toll bridge.
The equipment at the outset includes four 42-ft. closed cars
equipped with Christensen air brakes, two 34-ft. closed cars
with air brakes, and three 14-bench open cars with air-brake
equipment. Each of these cars is provided with four G. E.-67
motors. There is also included a large double-track snow plow
of Wason type with four G. E.-67 motors. A new car house
for storage and maintenance of the cars has been constructed
just south of Windsor Locks.
The construction of the road has been in the hands of Joseph
D. Evans, of Boston, who, previous to his connection with the
Windsor Locks Traction Company, had charge of the construc-
tion of an important interurban road between Newark and
Zanesville, Ohio.
A through service will be established by means of traffic
arrangements with the Hartford Street Railway Company, the
Sufheld Street Railway Company and the Springfield Street
Railway Company, whereby passengers will be conveyed with-
out change of cars from the center of Hartford to the center
of Springfield. Direct connection will also be maintained on
the west side of the river with the cars of the Springfield Com-
pany that run to Holyoke and Mt. Tom. A special feature of
the operation will be the opportunity to start in Hartford and
make a trip through Springfield and back down the east side of
the river as far as the New England road's crossing in East
Hartford without change of cars. This will give a unique cir-
cuit of about 50 miles through the beautiful Connecticut Valley.
H. S. Newton will be general superintendent of the lines on
both sides of the river.
322
STREET RAILWAY JOURNAL,
[Vol. XXIV. No. 10.
IMPORTANT NEW SYSTEM OF CAR-EQUIPMENT RECORDS
FOR THE BROOKLYN ELEVATED RAILROADS
A new era, mechanically, has been instituted in the mechan-
ical department of the Brooklyn Rapid Transit Company, in
connection with the recent new work of reconstruction of roll-
ing stock for the elevated lines, in the inauguration of one of
the most complete systems of car-equipment and trouble records
that has ever been applied to cover the rolling stock equipment
of any railroad in this country. The real necessity and im-
portance of the use of such a system of carefully recording
The Brooklyn Heights Railroad Company
MECHANICAL ENGINEER'S DEPARTMENT ELEVATED DIVISION .^S^,
REPORT OF EQUIPMENT
Overhauled, Rc-Built and Re-Equipped at
Shopi on Request No.
Type if Van Dorn Au
a wiUL »ODY j
Old No 4p. . Built by . $W4'./fy4«f?r«' . v*Dip of Contract
Date Turned mt $as^4. /g 190^ Price
Coupling Make of Seats >#*4 fyl$&&f:.
Fowler and Roberts Fare Register No. &9l'4 Seating Capacity. . ^P.
Style Window Curtains and Fixtures^f^"r4 Tf*. ' ftlfy&ti4&&&. .
Type and Make of Electric Hwtei*.. A&M^i^W^ LL . . No. of Heaters, /ft
Standard Motor Car Switchboard .; Standard Trail Car Switchbox. . .^L/
Description of Location of Switches, other than above
4>
! of Adv.
; Racks
, Make of Platform Gate
TRUCK
| No If.*" Built Wni-'
Date of Contract ° ^'i<)ez Price
I —~*m. <to*bl
Axle 'a"/* Wheel ,„(i T.rej^j,^
No. \ I..j3 No No j,.-7*>
flo. if/ffi. Built by
/ufiAs.u* A*/*'.- fit' Wo
Date of Cont:
AtleS"'*"
tn V
Kt /<?..! 00*- Price
o. i /. *
*-$ie&
CONTROL
Type of Control. . . *.J.Q° Date of
Mutiple Control Switch N0.../& Multiple Unit Switch No
Circuit Breaker No :.. Relay N
Re'
• No
Sattery Cells. Type .... f .-.,71> . ...
Lightning Arrester Type ..... ...V. &.2rTi.fK:
MOTORS
uytrw&. rX Date of Contract
No. 1 Motor No. i/^".?. No 1 Armature No., et%tM.09.
No. > " ttjg#t(t No.-! •' " ZdklJJ..
AIR BRAKES
NATIONAL ELECTRIC CO. IK IK.
Date of Contract dht^- IQ
Motor Compressor No. ,./T*«?. .
•• Armature So...'. f.fjl. ..
.. It,,.,.,. No . .»/*
Date of Contract . . 190 * Pn
Size of Brake Cylinder . . . /P. '.
Type of Motorman's Valve . <$ fJ Y- J?f*p
Type
Troll
* p jo CONTACT SHOES <
.MfrA 7? ...(b P No..3.4 ... ) Purchased JtW" .
y Pole, Type -%^d&f // '.' h"? •• -fth
SNOW EQUIPMENT Q
Purchased ^TV****^*^ . . & . n
THE NEW ROLLING STOCK EQUIPMENT REPORT FOR THE
BROOKLYN RAPID TRANSIT COMPANY— NO. 467
results of break-downs and accidents, work of repairs and
mechanical changes upon both elevated and surface cars was
recognized by the company soon after the installation of the
electrical equipment, and much study has been given to the
subject by the mechanical department. It is the practice of all
large steam railroad systems to keep records of this character
with more or less care, not only for the purpose of tracing the
efficiency in service of the various classes of cars, but also for
ascertaining the cost of the repair work upon each individual
car. Such records have, under all conditions, been found to
be of great value in determining the relative usefulness of im-
provements or changes over previous methods, and also in
keeping track of the costs of maintenance, and of wrecks and
break-downs.
As referred to in the two articles in preceding issues of the
Street Railway Journal, the work of reconstruction of the
elevated rolling stock of the Brooklyn elevated lines is being
carried out with great care as to detail, in hopes of greatly bet-
tering the condition of and the service rendered by the equip-
ment. In arranging for this new work, it was decided to care-
fully test the results by providing for an elaborate system of
records of not only the new equipment, but also the troubles
met in operation; from these the results of the various changes
and innovations will be carefully traced as to the amount of
labor and material expended and the costs, and their value may
thus be determined. The requirements of each branch of the
work were carefully studied and the record blanks were pre-
pared with particular reference to the important features of
the repair and reconstruction work to be recorded.
Special blanks were designed for use in the repair shops, for
the different gangs of workmen, and for the inspectors to indi-
cate over their signatures the proper completion of their work,
and also for trainmen to report troubles, defects, etc., occurring
to the apparatus, and also the results of accidents. Further-
more, at the general offices of the company record blanks and
filing systems are provided, which will enable the reports of
reconstruction, new equipment and equipment troubles to lie
filed and cared for. The system involved a large amount of
study, and at this time, after having been in service for over
eight months, has shown very gratifying results. Sample blanks
of each of the principal forms of reports will be here shown
to make clear the details of the system.
EQUIPMENT RECORDS
When a car has been overhauled, rebuilt or re-equipped at
any of the shops of the elevated division, a complete report of
The Brooklyn Heights Railroad Co.
MECHANICAL ENGINEER'S DEPARTMENT
Inspection of Motor Car Equipment at the 39th St. Elevated Shops
To MECHANICAL ENGINEER :
Deo Sir :
MotorCar No ...ff.9.$... turned out on Request No has been equipped with
Christiansen No. i Motor Compressor and Governor, and New York Air Brake Co's Automatic Air Brakes, and
has been thoroughly tested out, inspected for service and found O. K in all respects.
The above car has also been wired for lights, beate:
adhghts, and has been thoroughly tested out, inspected for se
and motor compress
'ice and found O. K.
Foreman Air Brakes
r governor, as well as ;
i all respects:
bo..
The above car has also had Westinghouse Control, type* . . . . installed upon it,
ng 2 Westinghouse Motors, type
and this electrical controlling mechanism together with motors have been thoroughly
tested out, inspected for service and is O. K. in all respects. The sizes of wire are O, K. and wiring has been
done satisfactorily.
nounted on motor truck and trailing truck, the motor truck
r$0 ^
■A9PJ..JT
the Westinghouse Elee. and Mfg. Co.
. . , equipped as above turned over to Operating Department at
, Date . fytzvcj/ . 190^ .
THE REPORT OF INSPECTION OF MOTOR CARS LEAVING THE
REPAIR SHOP— NO. 468
the new equipment is there made out upon the blank No. 467,
which is herewith illustrated. This blank is arranged to in-
clude information regarding every important detail of any car,
whether a motor or trail car. It contains a large number of
entries under the heading of car-body details, as well as also
referring to the subjects of truck, control system, motors, air
brakes, contact shoes and snow equipment. From the records
under car-body details it is possible to learn not only the type
of car and its age, but also all important changes that have
September 3, 1904.]
STREET RAILWAY JOURNAL.
been made over the former equipment. The truck records are
arranged to assist in the matter of keeping records of wheel
service. For the air-brake systems, the Christensen compressor
equipment has been adopted as standard, while the New York
Air Company's brake-cylinder equipment, motorman's valve,
etc., are used ; entries are provided for these equipments and
their details, as shown.
This record No. 467, when made out, is manifolded in five
copies, the original being on white paper, to be sent to the me-
chanical engineer; the duplicate is on blue paper and is sent to
the chief mechanical draughtsman, the triplicate on yellow and
sent to the East New York shops, the quadruplicate on pink
and sent to the Thirty-Sixth Street shops, while the quintupli-
cate is on green paper and retained at the Thirty-Ninth Street
elevated shops. This provides a very complete system of
records, and being maintained at five different points, will be
available for reference in spite of almost any possible contin-
gency ; it is improbable that fire or damage to buildings and
records should occur at all five places at once, so that in case
The Brooklyn Heights Railroad Company qk|
Mechanical Engineers Department
Daily Report {^ffffl^ .„,^HSA ..H^fr^,,
'_: Shops.
. 7//**/. ..
Elevated Divisjpn
±
/<? 190'/
Class
No. of Requests
No. Men
• Machine Shop Orders No.
No. Hen
Total
• ab
, 1,1
» Xt-
i
7
'7
.3J
f 11
f
7
iS
, ,J
/
&
10
7. J
Pipefitters
1 l<)
2o
/
if
Boilermakers and
" '/?
ir 1 6
%
/o
15
TiDimiths
c
6
*»]
s
tj
9
Motor Overbaulmg
■Xo
Xer
Truck Overhauling
/C
//
Air-Bnke Overhauling
S
<S"
Control Overhauling
z
z
i6y
THE REPORT OF LABOR DIVISION AT THE ELEVATED
REPAIR SHOPS— NO. 462
of loss of one complete system of records it might be dupli-
cated from any one of the others.
Upon completion of the work of reconstruction or the over-
hauling of a motor car, an inspection report is required to be
made out upon blank No. 468, which is reproduced herewith.
The report blank is addressed to the mechanical engineer and
provides for the reports of inspection of the foreman of the
air-brake gang, the foreman of the wiring gang, of the elec-
trical inspector and of the inspector provided by the Westing-
house Company to supervise the installation of the Westing-
house motor-control system which is used by the Brooklyn
Rapid Transit Company as their standard equipment. Upon
receipt of this report, filled out in the manner indicated on the
sample, the mechanical department officially turns over the
completed car, to which the blank refers, to the operating de-
partment of the company. This report, when made out, is
manifolded in three copies, the original, on white paper, being
sent to the mechanical engineer, while the duplicate on yellow
paper goes to the Westinghouse Electric & Manufacturing
Company, and the triplicate on pink paper is retained at the
Thirty-Ninth Street elevated shops.
An important method of keeping track of the details of work
at the elevated shops is provided for in the blank No. 462,
which, as presented herewith, is filled out for the date of June
10. This report indicates the number and class of workmen
upon each request (company order) for work upon the
ORIGINAL
"ELK"' THE BROOKLYN HEIGHTS RAILROAD'COMPANY
MECHANICAL ENGINEERS DEPARTMENT.
Delay of work at the 39th Street Elevateo Shops.
Date
.- 190'7
To Mechanical Engineer:
Dear Sir :
We are delayed by the no:
:ipt of materia], requisitioned for on Purchasing Agent, as follow
Description
KwiuiMtiou
Number
Dated1
Order
Number
Dated
Ordered Prom
utjrs
%,.:<
<3js' f/t" *£u**A wiftLu
J/
rW
We are delayed by the non-receipt of the following material, being made up at East New York Elevated Shops.
We are delayed by the non rceeipt of the following material, being made up at the 52nd Street Surface Shops.
, ^UtfjtMAty^, . . Vpr. . . /f^,. . rffp***^*^^
THE DELAY REPORT EOR INDICATING TO THE MANAGEMENT
REASONS FOR DELAYS AT SHOPS— NO. 463
cars. The workmen are divided up into the following classes:
carpenters, painters, blacksmiths, pipe fitters, boiler makers
and machinists, tinsmiths and wiremen, while the overhauling
work is divided up with reference to the work upon the motors,
upon trucks, upon the air-brake system and upon the control
system. As may be seen, this blank provides for the reporting
of the number of workmen of each class, upon the overhauling
work for each request number, upon maintenance work and
upon machine shop orders, while a total column is provided
for recording the total number of workmen in the entire ele-
vated shop. This blank is manifolded in three copies, the
original, on white paper, to be sent to the mechanical engineer,
and the duplicate in blue to the assistant mechanical engineer,
while the triplicate in yellow is retained at the shop from
which the report is sent out. This is one of the first successful
attempts that has been made by an electric railway system for
the accurate reporting of the number of men employed upon
each specific job in the shops, and is a very commendable move-
on the part of the company. Its greatest importance is that of
enabling the labor cost of each order for reconstruction to be
accurately traced ; this blank provides for any changes of men
from one lequest or machine-shop order over to any other,
this being one instance where reports of this character are
liable to become confused under most shop systems.
Another report form of more than usual importance is the
one shown as No. 463, with sample entries made out under date
of May 23. This report places upon record, in the most concise
possible manner, the reasons for any delay of work a1 tlv
3^4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
Thirty-Ninth Street elevated shops. It is addressed to the
mechanical engineer, stating that the delay of work is due to
the non-receipt of material, requisitioned for on the purchasing
agent, as shown. It also provides for reporting non-receipt of
materials which are being made up at either the East New
car no £>63.
standardized
THE BROOKLYN HEIGHTS RAILROAD COMPANY— ELEVATED DIVISION.
PERMANENT DATA AND DIMENSIONS.
Type
"lay A
Total weight of car body jffeuA
Length of car bod
" . over platforms
" face to face of
c trucks and equipment
4t,'- L" " .
M S 1 ~ to
uplings 4 i '-/'
2 "
Height of car body G
" above rail to' top of trolley stand Jjl'-S"
" tocenter of draw bar head HQ 'It'
step J y
Width r
" of platform opening at g
) Built in
" " bolster ) SunplnOMtaiy
Distance C to C. of king bolts
?
te p '-/o
/ '
; ■_ 'C*rt_MO.'3*'_
Make.of automatic car couplings /ai/ -/QtYjX' ^ /ff
•it. £
fare registers
platform -gate_s_
heaters itlrrtlJ(-£ja/ry /Oz/jype *//f
seats ///i ^-3
olley pole
Stylo of seating
; *' " curtains and gxtuj
Number of heaters %>Q
■ Size of advertising sign racks //
Standard motor car switchboard
" trail "• switchbox
Heat and light couf
Adapted 'Ow^W^i/o "^etcZj? Type of moto
•£U*t/~~ Type of truck
THE FORM OF INDEX CARD USED FOR THE PERMANENT RECORDS OF DATA AND
DIMENSIONS OF EACH ELEVATED CAR OF THE SYSTEM
heading of the Brooklyn Heights Railroad Company, this com-
pany being the operating head of the various railroad com-
panies which combine to form the Brooklyn Rapid Transit
Company ; all operating and mechanical reports bear this stand-
ard heading, while a special monogram, including the letters
B. R. and T., referring to the con-
trolling company, is incorporated as
shown.
The above-mentioned records form
a basis upon which the permanent
data and reference system is made up.
As before stated, a very complete per-
manent record system has been de-
signed, involving the use of an ex-
tensive card index filing system, for
ease of manipulation, and also for
ready reference ; by this means the
work in the mechanical division may
be studied with the utmost facility.
The cards used in this card index are
of the standard 5-in. x 8-in. size, and
are printed in special standard forms,
with the Brooklyn Heights Railroad
Company heading and the standard
B. R. T. monogram, as will be shown
in accompanying half-tone engrav-
ings. These card index blanks have
been printed with special refer-
ence to the permanent records which
d stand ^JftQ&zs^ Wrzt£4
Capacity
6'
Size of wheels
Torm .^Sj- 11-03-.
Type
York elevated shops or the
Fifty-Second Street surface car
shops of the company. This report
is intended to prevent the shifting,
verbally, of responsibility for delays
to places where it is not due, and also
permits the mechanical engineering
department to intelligently order in-
vestigations made at the points of
delay reported upon. This report is
manifolded in four copies, with the
original in white to the mechanical
engineer, the duplicate in blue to the
assistant master mechanic of surface
divisions, who is directly in charge
of the Fifty-Second Street shops,
while the triplicate in yellow goes to the East New York shops,
and the quadruplicate in pink is retained at the Thirty-Ninth
Street elevated shops.
When it is desired to investigate the causes of delays in the
work as reported upon blank No. 463, or the cause of any acci-
dent, mishap or other trouble in the mechanical department,
the mechanical engineer issues to the foremen concerned an
order for investigation of the particular delay or trouble upon
a special investigation blank, which notes briefly the trouble,
where it is reported to have occurred, etc., together with ex-
planations of the details which are required. This blank also
contains a vacant section for reply, on the lower end for the
insertion of the statement of the foremen. This investigation
report is very easily handled, and its concise and effective form
make it of more than usual value. This blank is manifolded in
three copies, which are distributed to the mechanical engineer,
the assistant mechanical engineer and the shop concerned, in
the same manner as above mentioned in the weekly report
No. 462. I
All of the five above-mentioned classes of reports are made
out upon the specially printed blanks of the standard size of
9 ins. x 12 ins., with the arrangements of headings as shown
upon the reproductions. These blanks all bear the standard
THE BROOKLYN HEIGHTS RAILROAD COMPANY
3° jv- /op//- /fujj
Armature No. 5SSS
Putchajeci
Sold or Scrapped
Di
Contract
fa.
CAR
DATE
COiL£
* COMMUTATOR
PINIOW
SDS
MECHANICAL
DETECTS
CAR '
NO.
Out
Gd.
t
1
O C 'BV.L.
l„ ,
w.o
S.C.| 6J.jRSh.
ir c
8> 1 Spg.
CT
irV. C.
BV.
P.P.
al£!l':„s.
Strvrk
W.orS.
SHOP
r- fej
.....
. T...
': !
... 1 1
i '
.— j —
...
1 r
... .......
:A|
r;L
... L.j__
THE IMPORTANT ARMATURE RECORD UPON WHICH THE HISTORY OF EVERY ARMATURE
IN THE ELEVATED SERVICE IS CAREFULLY TRACED
THE BROOKLYN HEIGHTS RAILROAD COMPANY elevated division
MOTOR AND TRUCK REPORT.
*.,'..t.wF Truck No. by */
REPAIRS NEEDED ;
: Car No. • / %o X
Dale
Taken Jr<.
REPAIRS MADE:
REMOVED.
No. I Motor No. Arm. No.
PUT I N .
Arm. No.
Motor No /J 2 #3
Arm. No. 2jf7,jO
Put Under Car r»
fO IW-/ Inspected by
THE FORM OF SHOP ARMATURE REPORT FROM WHICH THE
PERMANENT ARMATURE RECORDS ARE MADE OUT
are inserted from week to week, as reported from the shops.
The methods of making the entries and use of the card index
system in general is shown upon the accompanying card forms.
September 3, 1904.]
STREET RAILWAY JOURNAL.
325
CARD INDEX RECORDS
The card index record, which is of the greatest importance,
is the permanent data and dimensions record, as shown here-
with, which provides for a tabulation of data and dimensions
of all cars upon the elevated division. One of these cards is
made out for every car which is overhauled, rebuilt or re-
reproduced in the accompanying half-tone. This record gives
complete information about the armatures upon any particular
motor car ; it gives the date when the armature was put in or
removed, the trouble that may have occurred in the coils, the
commutator, the leads, the shaft, the pinion, the armature
bands or other mechanical details. Provisions are also made
THE BROOKLYN HEIGHTS RAILROAD COMPANY. elevated fpnmat&tJet.
REPORT OF TURNING STEEL TIRED WHEELS
Wheel No. S
Received From
Shop
.........M...:fL
Reason for Turning c^£/ u^/^sj
Measurement (Circumference) Before Turning /„0$' & 7
Measurement (Circumference) After Turning 103, osr
Tire Loss (Calipered) . Z 0
'•' ■ ■ ' ' yl J,
0
Inspected by
lorW
s! m {j
Q; Q: Q
■5; tn: (/) <n':
ja! " "JJi ' S o
St[ <! H' a;-
2! z a.
THE BROOKLYN HEIGHTS RAILROAD COMPANY.
DIVISION C-^/* X&c '^«/aHI)P
REPORT OF PRESSING ON OF NEW WHEELS
OR
RENEWAL OF STEEL TIRES
Wheel Fitted By
Pressed On By
Tons Pressure
Axle No.
Make of Axle
Diameter of Axle ej*
Fitted By _ ...^...?(bw!.?tf..
Inspected By .,
No
Make of Wheel ^Ar.JtSJ. .Ozdfm 6° -MSfejilfe* S?rKs4
Tire Fitted By /(htrat/
Outside Diameter 3^
THE TWO SHOP REPORTS OF WHEEL SERVICE AND REPAIR WORK FROM WHICH THE NEW WHEEL-RECORD SYSTEM IS KEPT
equipped at the elevated shops, entries being made mainly from
the report of equipment record upon blank No. 467. This
record is of great importance, as it includes information as to
the type of car, the builder and date of purchase, the principal
dimensions of the car body, platforms and interior details of
the car, together with truck and motor information. From this
card all the general dimensions of any car may be learned at
once, while it also serves as a guide to additional information
by giving the original number of the car, its new number since
reconstruction, and serial numbers of parts of the equipment.
While the above permanent data card is one of the most im-
portant records that can be kept in connection with the work
of maintenance of the elevated rolling stock equipment, there
is another record, however, which is of practically as great
importance on account of its covering the most vital factor of
the motive power equipment of the trains, this being the arma-
ture record for the car motors. This record is kept on a similar
card of a light green color, one of which with sample entries is
upon this record for the entry of the purchase date and date of
selling or scrapping.
The above armature record is made up from a special motor
and truck report form (No. 407), which is also reproduced
herewith. This report, which is made out upon a blank 7 ins. x
10 ins. in size, indicates the repairs needed upon any of the
motors of a certain car, and also the nature of the repairs
made, together with the armature numbers for those removed
and for the new ones replaced; the
middle column below indicates the
cause of the trouble for which an
armature is removed, which thus
completes the necessary information
from which the armature record may
be made up. It permits any armature
to be traced by number from one car
to the repair shop and back under
its next car. This report is made
out by the shop superintendent, and
after the repairs are made is turned
in, with the proper entries, to the main
office, to serve as a basis for the per-
manent armature record.
Something of a departure in elec-
tric railway work is involved in the
wheel records which are illustrated
in the engravings of blank forms up-
on this page. Two report blanks, Nos.
500 and 501, are provided for use at
the shops, upon one of which report is
made of the turning of steel-tired
wheels and the other of the pressing
on of new wheels or the renewal of
steel tires. These records are also turned in to the main office,
and serve as a basis for the permanent wheel record. The re-
port of turning steel-tired wheels indicates not only the per-
manent data regarding the wheels, but also the reason for turn-
ing, the circumferential measurements before and after turning,
from which the loss may be calculated, and the workmen in
charge of the wheel lathe and inspection.
The report No. 501 supplies complete information in the case
of a new wheel, about the wheel number, make of wheel and
who fitted and pressed on by, or the number, diameter and who
Form N<r. ^ 83.1n33.100c
Whoel No.
THE BROOKLYN HEIGHTS RAILROAD COMPANY— ELEVATED DIVISION j£ -c L ^
WHEEL RECORD ^ ' °P \gJvly
Dlam of Gen
Made fyJez,
•? ZfJ*" - - I1"""13' " '.
rMrfeeaPh Xtc* /C.Purchaeed <%-hj S^/Xjot.
Wheel Fitted tyo$MxsrajL<S
Put In Service -QjU£u> fil ^/
Pressed o» b, #
Tons Pressure t£sT_ .
Dlam.
tafoHo. 0,41 \ G'h"
Material Made by
Purchased £/
Put In Service
—~— —
fltto£by_ ^_
J%*^*xs
Tin Ho. o5~2 3 SlO . J <3£>"
Putin
Removed
-^ .
Measurements
* *
No. Days
Oar No.
Date
Measurement
Date
Cause
In Service
Loss l Turned
Ground
Work Dona by
10 zU
**>/
32>"
//(?- 0/
^7
in
■ to" *
33. fc "
'//-'«?
.35"
r
'~— - — : — ■
; • '
•
■
. ,
: . 1
THE NEW WHEEL-RECORD CARD FOR THE ELEVATED SYSTEM, WITH SAMPLE ENTRIES
TO SHOW METHOD OF TRACING THE SERVICE OF STEEL- TIRED WHEELS
326
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
fitted by in the case of renewal of a steel tire. This report
includes information also as to the number, maker and dimen-
sions of the axle, the tons pressure in pressing wheels onto the
axle, and who the wheels were fitted by. These reports are
made out by the wheel foreman and are turned into the main
office upon completion of the work.
The permanent wheel record is reproduced herewith with
sample entries, from which its use will be clearly understood.
This blank refers to a single wheel and provides for all possible
entries that may be needed in connection with the care and
maintenance of steel-tired wheels. The number of axle upon
which the wheel is mounted and also its tire number are given,
Form N.S. tio. 0-41294. 11-03— 20M.
THE BROOKLYN HEIGHTS RAILROAD CO
ELEVATED DIVISION.
Molorman's Report of Defects in ,""1°^ Car No.
Date
. P.M.
Length of Detention...../ Min's. Train No.../^?..
Place of Trouble... .^&J%&..\$ffl;.
Motorman . . /$<dtV?<?/. No.. . £ 4.'?.*..
Conductor :// ^^M^ \ No...
wheel wear iri relation to the character of the particular service
in which the car is operated. This form of wheel record is
one of the most complete that has ever been designed by any
railroad company, and rivals those kept by the steam railroad
companies in regard to detail. It will be of great value in sup-
plying the information which is, at present, so greatly needed
in reference to the more general use of steel wheels.
TROUBLE RECORDS
An elaborate system of reporting and recording defects and
troubles in car equipment has also been provided for use be-
tween the operating and mechanical departments. In no other
way can troubles be traced and taken care of so systematically
and accurately as by having them reported from the operating
side and then traced out, repaired and recorded by the mechan-
ical department ; this will enable the mechanical department to
keep closely in touch with the condition of both the electrical
and detail equipment of the rolling stock, and also will be of
great value in indicating the prevalent troubles that need spe-
cial attention for their eradication.
The trouble reports from the operating department are made
out primarily by the motormen, who use a special defect report
blank, form No. 410, which is reproduced with sample entries.
Place laid
up 76,'<.<\.:%.rJi.
Car Body Troubles Control Troubles
End Door Circuit Breaker
Side Door ,j. Circuit Breaker Magnet...
Broken Glass. ...&a.V Operating Box
Ventilator Controller
Bell Reverser
Bell Cord Operating Head
Light or Light Switches Miscellaneous
Heaters Limit Magnet
Platform Gate Hood Switches
Safety Gate Series Multiple Switch
Platform Chain Resistance Grids
Pull Chain t . Seven Point.
The Brooklyn Heights Railroad Company
ELEVATED DIVISION
i/£k<.< aA^f j/J roo y
Inspect the following MOTOR cars for
and put in good condition.
run v. nam Tumn-rs >ivc
Brake Chain jumpers. Four point
Broken King Pin Receptacles. Seven Point
Draw Bar r Four Point
Coupling Link Jumps in Series
Gar Seats Jumps in Multiple
Car Floor Dirty Slow in Series
Slow in Multiple
Storage Batteries
Motor Troubles Storage Battery Switches
Armature Trouble Air Brake Troubles
Motor Flashed Brakes do not release quickly
Motor Bucked a^ times
M:;t-r Leads Brakes r-dsasi ;n lap
Motor Bearings Brakes do not stop train
quickly enough
Truck Troubles Equalized- Air Pressure
Motorman s v alve. Stiff
Motor Truck Low Train Line Pressure
Trailing Truck Governor does not cut out
Flat Wheel Compressor not working
Hot Box Compressor Fuse blown
Brakes Noisy Train Line Pipe
Broken Brake Rigging Reservoir Hose
Truck Noisy Train Line Hose
Contact Shoe Trouble Air Whistle
Dead Car
Track and 5ignal Defects
Please check mark opposite defect reported. If the defect cannot be
readily located, ^ive, in addition to check mark, particulars which will
assist in locating trouble. Original (white) of this report MUST be
sent to Shop with defective car and given Division Shop Foreman: send
carbon copy (yellow? to Division Train Master. In case the trouble is
such as to allow the car to remain in service, report will be made out
and both original and duplicate sent to Division Train Master who must
immediately forward original to Division Shop Foreman.
/023
47*
//Of
I have inspected and put above in good condition,
except the following, which must have special attention.
!M The Brooklyn Heights Railroad Company
ELEVATED DIVISION
'{.(MM...... & . K. 190'/
Inspect the following TRAILING cars for
^^i^^,,^^,..^^^,,.
and put in good condition.
I have inspected and put above in good' condition,
except the following, which must have special attention.
(Sign).
(Sign).
THE INITIAL FORMS OF THE NEW SYSTEM OF TROUBLE REPORTS, CONSISTING OF DEFECT REPORT BLANKS FOR THE
MOTORMEN, INSPECTION ORDER BLANKS, ETC.
together with all possible dimensions, the maker, when pur-
chased, who fitted by, tons pressure in wheel press, etc. The
car records in connection with the wheel appear in the lower
part of the wheel record card, and show the date and measure-
ment when put under any particular car, the date, cause and
measurements when removed, number of days in service, tire
loss, etc. This provides for everything that is needed in the
calculation of wheel costs, a knowledge of which is becoming
so necessary in connection with the use of steel-tired wheels.
Other important data is provided for, namely, the life of the
wheel's steel tire, the amount of loss in turning or grinding,
and all other possible information in this connection, from
which to not only compare different makes of steel tires and
wheels in general, but to give accurate data concerning the
When trouble occurs, the motorman fills in this report blank
as to the time, route, length of delay., place and other detailed
information in regard to the troubles that were encountered;
it will be noted that a classification of the troubles provided for
is made, involving the five general departments of a car's
equipment, namely, car-body troubles, motor troubles, truck
troubles, controller troubles, air-brake troubles. Under each of
these heads the principal details under which trouble may occur
to them are given in full, with blank spaces in which to check
off the kind of trouble. Two blank spaces are also provided
for referring to a dead car and to track and signal defects.
Directions are given at the bottom of this blank to instruct
the motorman as to its use. These blanks are made up in books
4 ins. x 9 ins. in size, so as to be readily carried by the motor-
September 3, 1904.] STREET RAILWAY JOURNAL.
THE BROOKLYN HEIGHTS RAILROAD COMPANY elevated division
327
DAILY REPORT
'.* no-/ irmtir - irfr yj
THE FORM USED FOR THE DAILY SUMMING UP OF ALL CAR
PERMANENT CLASSIFIED CARD
man in his pocket, and reports are made out in duplicate, one
upon white and the other upon yellow; the pages are arranged
with the white and yellow sheets alternating, a carbon being-
used when making out a report. The white sheet, or original,
is sent to the shop with the defective car, for the use of the
division shop foreman, while the yellow duplicate, or carbon
copy, is sent to, the division train master; in case the trouble is
such as to allow the car to remain in service, both reports are
given by the motorman to the division train master, who for-
wards the original to the division shop foreman.
In investigating the reports of defects in this connection, an
inspector's blank is used for directing the inspection of cars
upon which trouble is reported. For this, blank form No. 405
is used. As may be seen, it directs the inspection of motor and
EQUIPMENT TROUBLE REPORTS, FROM WHICH RECORD THE
RECORDS ARE MADE OUT— NO. 408 r|*
An important detail record is made up of all troubles re-
ported upon the elevated cars. A special blank 12 ins. x 24 ins.
in size is used for this purpose, as shown herewith (form No.
408), with sample entries. This blank provides for keeping
records of all cars which are taken to the shop for overhauling
or repairs. Under the main heading, which is the usual
Brooklyn Heights Railroad standard, spaces are provided for
recording the state of weather, name of the elevated shop at
which repairs are made, date and the time covered by the re-
port. The columns upon the blank provide for the numbers
of the cars run in, the time in, trouble reported, trouble found,
repaired by, time out, detentions in service when trouble was
found, reasons for any delay in repairs and remarks. This is
an important record, inasmuch as it furnishes a basis for the
Car 563
THE BROOKLYN HEIGHTS RAILROAD COMPANY— ELEVATED DIVISION.
CAR BODY
Built bhi/yXit**.-*
(Blue)
- ?
56?>
OMiaS* 601 Ho. -4-0
THE BROOKLYN HEIGHTS RAILROAD COMPANY ELEVATED DIVISION.
OPERATIMI BOX AND CIRCUIT BkliAkLK
7(11
uy* of Coolnel
■Ly /r,
(Buff)
Cir 563
THE BROOKLYN HEIGHTS RAILROAD COMPANY ELEVATED DIVISION,
MOTOR TRICK
Bolll tj / -A . ••/ /(M
Dale ol Contract .
THE BROOKLYN HEIGHTS RAILROAD COMPANY— ELEVATED DIVISION.
M. VALVE; TRIPLE AND DRAKE CYLINDER
mm. bi z v-C &•>■ •• (tSffe
0 of Cooltacl xt'.Liy * AA*|V/
U'/GjL* /<lhjl£ ~£/ajbu*/
(Salmon)
(Pink)
■■■«*- THE BROOKLYN HEIGHTS RAILROAD COMPANY— ELEVATED DIVISION Tw ^jSlj,
Car 563 MOTORS and armatures Data ol Ctmlriet ^fil>K^
' ! ' . in '- ,*,.,.
_ _ . OUT • „ . ...
1 '2 i
■ - ' : L ' ' ' 2 A
THE BROOM HEIGHTS RAILROAD COMPANY— ELEVATED 01VIS10H §to*&*&r&*$
CONTACT SHOES, BEAMS AND TROLLEY PtWOtaMf fj"*"/ " '!}
(Green) • (Yellow)
REPRESENTATIVE PERMANENT RECORD CARDS FOR THE SIX GENERAL CLASSIFICATIONS OF CAR EQUIPMENT TROUBLES,
SHOWING METHODS OF TABULATING AND RECORDING THE EQUIPMENT TROUBLES MET IN SERVICE
trail cars of the numbers indicated, with orders to put them in
good condition. After inspection, the inspector reports at the
bottom of this blank as to the condition of the various cars as
shown ; those which were found to be in good condition or re-
quire very little work to remedy the same are not mentioned,
while the numbers of those requiring repairs or overhauling
are inserted below. This blank is 4^4 ins. x 8l/2 ins. in size,
and is not made in duplicate. As may be noted, separate forms
are used for motor and trail cars.
keeping of the regular permanent trouble records and gives
the mechanical department a most excellent and accessible
knowledge of the prevalent troubles and condition of the row-
ing stock and its equipment. These records are kept on file in
the main office until entered upon the permanent record cards
of the card index system, and furnish excellent means of in-
vestigating the trend of troubles met in the operation of the
system.
The permanent record cards are shown in the following
328
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 10.
engravings. The troubles as reported upon the large daily
report blanks are transcribed to the various card index per-
manent record cards, being sorted upon various colored cards
according to the department of the equipment in which each of
the troubles occurred. Only a few representative cards of the
trouble records are reproduced herewith, although there are in
all thirteen required for properly assorting these entries. The
trouble reports are classified in much the same order as upon
THE BfiOOKLTN HEIGHTS RJILROIO mmi A-- -.-^ A DIVISION (t^f!)
■/^r^l | j'j | [ [ | j J | j'-j | j'j | -j 'I i | | I |J [ |J-'-| \'y3-
'4k&y. Mi'trJl | !• j .1. /.j . L j |: j | j y { I 1 t j j j ' j-j •! ••! -*
These record cards are similar to those above mentioned for
use in the card index, being of the adopted standard size of
5 ins. x 8 ins. Each card bears the standard Brooklyn Heights
Railroad Company's heading, together with the B. R. T. mono-
gram, as shown upon the equipment record cards. Sample en-
tries are made upon these cards in order that the method of
making the records may be more easily understood than can be
made possible by a description. The varied colors used for the
THE BROOKLYN HEIGHTS RAILROAD COMPANY. ^citdL^
Comparative Monthly and Vcarly Tabuloitnns of Trolley and
y DIVISION.
Conlocl Shoo Trouble! ^Jl!/
1904
1905
I906
1907
1908
1909
1910
1911
1912
1913
TOTAL
JANUARY
FEBRUARY
MARCH
_L
APRIL
; MAY
JUNE
JULY .
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
CECEM3E3
TOTAL
THE FORM OF CARD USED FOR THE MONTHLY TABULATIONS
FROM DAILY REPORTS OF CAR EQUIPMENT TROUBLES,
WITH SAMPLE ENTRIES
the motorman's defect blank (No. 410), the card records being
arranged as follows :
All car-body troubles are grouped together and recorded upon
the blue card, the heading for one of which is reproduced in
half-tone herewith. The truck troubles are recorded upon
salmon-colored cards, on account of the importance of which
two cards are used, one devoted to motor trucks and the other
to trail trucks. The control troubles are entered upon four
buff-color record cards, the
importance of this feature
of the equipment, together
with its complication of de-
tail, making this number of
sub-divisions necessary ; the
first of these is devoted to
troubles in the controller
reverser and the operating
head, the second to those
in the operating box and
circuit breaker, the third to
those in the limit magnet
and switchboards, and the
fourth to those in the stor-
age batteries, jumpers and
grids. A single green rec-
ord card is used for the
recording of motor and
armature troubles. This
card, which is reproduced
herewith also in half-tone,
is divided into two parts,
one for armatures in and
the other for those out. The air-brake troubles are
divided into three general classes, for which three pink
cards are used ; the first referring to those met in
the motorman's valve and the brake cylinder, the second to
those of the motor controller and governor, and the third of
those in the air pipe and hose. Two yellow record cards are
used for the record of troubles in auxiliary apparatus, one pro-
viding for those in contact shoes, beams and trolleys, and the
other for those met in the sleet scrapers, brushes and snow
equipment.
A SAMPLE OF THE COMPARATIVE MONTHLY AND YEARLY
TABULATION OF TROUBLES, FOR INDICATING THE
CONDITION OF THE EQUIPMENT
different records have made it extremely difficult to reproduce
them in engravings, but the results are sufficiently clear to per-
mit the forms to be readily distinguishable.
It is important to note that the keeping of these records in
the above indicated system provides for the tracing of any
trouble which may have occurred at any time, and thus for
the investigation of the class of troubles which become preva-
lent in any branch of the work for the application of such cor-
THE LARGE CARD INDEX CABINET IN THE MAIN OFFICE OF THE MECHANICAL DEPARTMENT,
WHICH WAS SPECIALLY DESIGNED FOR THE NEW SYSTEM OF RECORDS
rective treatment and changes as will tend to remove them ;
if, for instance, any particular trouble becomes prevalent in
the control system, as discovered by carefully watching these
records, investigation may be at once instituted in preference
to other work, and the proper attention given to this particular
feature of the elevated equipment by the inspectors in view of
its speedy removal. One of the greatest difficulties that is met
in the operation of a large system, of the character of the ele-
vated division of the Brooklyn Rapid Transit Company, is the
proper watching of details by the officials, as is so necessary
I
September 3, 1904.]
in keeping the equipment in proper operating condition ; this
system of records, however, enables the mechanical as well as
the operating officials to readily trace the character of troubles
that are being met with so that if any one becomes unduly large
a study may be instituted of the governing conditions. The
importance of such a system is best appreciated by the steam
railroads who have gone through this experience in a general
way and have learned the absolute necessity of such records
for economical operation.
For the convenience of the officials interested in the removal
of rolling stock equipment troubles, monthly and yearly tabu-
lations are made up from the daily reports, as shown upon
sample tabulation cards, reproduced herewith in half-tone with
sample entries. In each of these sets of records six cards of
the various colors used in the daily records are provided, the
blue to receive the tabulation of car-body troubles, the salmon
the tabulation of truck troubles, the green the tabulation of
motor troubles, the buff the tabulation of control troubles, the
pink the tabulation of air-brake troubles, and the yellow the
tabulation of trolley and contact-shoe troubles.
Each of the six cards for the monthly tabulation is made up
with the same general form of heading as is used upon the
daily report cards, the lower part of the card being ruled dif-
, L 563.
r
o
TYPE OF GUIDE CARD USED IN THE CARD INDEX CABINETS,
SHOWING STYLE OF FILING SYSTEM
ferently, however, for the summation entries. As may be seen,
the wide column is ruled at the left for the name of the month,
while thirty-one small vertical columns are provided, one to
correspond with each clay of the month, while at the right is a
column for totals ; thus, for the month of January, 1904, six
troubles were found under the control-trouble classification, of
which one was a short-circuit upon the finger board, two were
battery cells weak, and so on. These cards are of the standard
card index size used by the company, and are filed in the same
manner.
The yearly comparative tabulations are made out upon a
similar set of six cards of corresponding colors, and similarly
arranged as to heading and classification. These cards are
ruled off horizontally to correspond with each month of the
year, while the vertical columns provide for succeeding years
from 1904 to 1913. In the column for 1904 will be recorded
the total number of troubles in each classification for each
month of the year. The sample entries indicate plainly the
method of making records upon these blanks. Both the monthly
and the yearly tabulations will be of great value to the oper-
ating officials in studying the mechanical department of the
system, to watch for diminutions of the troubles that may
formerly have been prevalent.
The card index system used for filing these card records is
also of considerable interest on account of its size, and also the
careful provisions made for future growth. The mechanical
329
department took up a study of this matter, and as a result de-
signed a special card index system involving the use of a very
neat and attractive set of card index cabinets. These cabinets,
as well as the special card index record blanks, were made to
the specifications of the Brooklyn Rapid Transit Company by
the Library Bureau, of New York, the well-known specialists
in card index system of accounting and recording. As may be
seen from the accompanying view of the cabinets, they re-
semble the general style of cabinet furnished by this company,
except that they are provided with storage quarters in the
lower portion. Each drawer in the cabinet contains two rows
of cards, this arrangement having been found preferable to the
more usual method of providing single drawers ; it results in
stronger cabinet construction and will be much more conven-
ient in making possible the arrangement of similar records
side by side.
The method of filing the cards in the drawers conforms to
the general practice of using special lettered guide cards of
the type shown in the accompanying engraving ; this sample
guide card is presented to indicate the style of card index
drawer used, and it also indicates the method of separating the
different branches of the record work. It will be noticed that
the letter "L" is printed at the left hand side of the thumb
projection of the guide card to indicate that all cards covered
by this guide refer to elevated car records; this provision has
been made for the reason that it is intended to later on extend
the system to cover the mechanical work upon the surface car
division, in which case the guide cards would probably be given
the distinctive letter "S," to distinguish the surface-car records
from those of the elevated. These guide cards are permanently
held in the draws by the center-rod style of fastening, the rod
passing through the brass-lined hole in the projection from the
lower side of the card.
MUTUAL INSURANCE ASSOCIATION FORMED AT
CLEVELAND
For some time the managers of Cleveland city and inter-
urban roads have been discussing the possibility of reducing
the important item of insurance premiums by the formation of
a mutual insurance association similar to the well-known fac-
tory mutual insurance associations which take care of certain
lines of risks. Recently the co-operation of Henry N. Staats,
a well-known mutual insurance man, was secured, and last
week two insurance associations were incorporated. One of
them is known as the Electric Mutual Insurance Company of
Ohio and the other the Traction Mutual Insurance Company
of Ohio. The incorporators of the associations are identical,
and include the following well-known traction operators :
Horace E. Andrews, president of the Cleveland Electric, Syra-
cuse Rapid Transit and Utica & Mohawk Valley Traction Com-
panies ; Henry A. Everett, president Northern Ohio Traction
& Light Company, Toledo Railways & Light, and chairman of
the board of the Detroit United Railway ; Luther Allen, presi-
dent of the Toledo & Western -Railway Company ; Fred T. Pom-
eroy, president, and Albert E. Akins, vice-president of the
Cleveland & Southwestern Traction Company ; Warren S.
Bicknell, president, and Fred W. Coen, secretary of the Lake
Shore Electric Railway Company; Henry J. Davies, secretary
of the Cleveland Electric Railway Company; George T. Bishop,
receiver of the Eastern Ohio Traction and president Northern
Texas Traction Company; Charles W. Wason, president
Cleveland, Painesville & Eastern Traction Company ; Henry N.
Staats, underwriter.
Two associations were formed to take care of two classes of
risks. The Electric Company will insure power houses, sub-
stations and similar equipment, and electric lighting companies
will be eligible as well as traction companies. The Traction
Insurance Company will insure car houses, cars, repair shops,
STREET RAILWAY JOURNAL.
33Q
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10
office buildings and other risks which are considered more haz-
ardous than power stations. The associations will be national
in scope, and all companies in tbe lighting and railway business
will be invited to participate. Risks will be divided into classes
and premiums will be charged on practically the same basis as
with the old-line insurance companies. The plan provides for
a contingent fund for the payment of losses under which each
member may be assessed to the amount of five times the annual
premium. At the end of each year all premiums not consumed
in payment of losses and in payment of operating expenses will
be returned to the members. The associations will aim to reduce
the initial cost of insurance by doing away with all unneces-
sary expenses in the operation of the business. The greatest
saving will be effected through the fact that no agents will be
maintained, thus eliminating agents' commissions, one of the
greatest items of expense with the old-line companies.
The officials of the association will use great care in select-
ing risks, thus lowering the chance of losses, and they will en-
deavor to induce members to equip their plants and buildings
with the latest methods of fire protection. The officials of the
Cleveland Electric Railway are displaying great interest in
these plans for fire protection and are equipping several of
their car houses after plans suggested by Mr. Staats. To
demonstrate his methods, Mr. Staats has arranged with the
Cleveland Electric to furnish cars and a car house for an in-
teresting experiment. The cars and building will be delib-
erately set on fire and by short circuiting wires, by means of
waste and by building a fire under a car, and it is claimed that
the automatic sprinklers will take care of the fire in each case
before serious damage has been done.
As yet the two associations are merely in a formulative stage,
since the insurance laws of Ohio require that no policies shall
be issued until contracts for $20,000,000 of insurance have been
secured. When the company secures this amount it will have
a yearly income of $200,000.
The officers of the associations are now presenting their plan
to all the electric railway and lighting companies in the coun-
try, and an effort will be made to have the scheme become
operative in the shortest possible time.
The idea of applying the mutual insurance plan to traction
and lighting companies was suggested by Mr. Horace Andrews
while in a casual conversation nearly a year ago with Mr.
Staats. The plan was drawn up by Mr. Staats and presented
to the Cleveland roads on Aug. 1, and the success of the move
seemed conjectural until Mr. Andrews came out openly and de-
clared himself in favor of the plan. The other companies
speedily fell into line, and have agreed to place their insurance
with the associations as soon as the plans become operative.
The companies represented by the incorporators have a com-
bined capital stock of over $40,000,000; the valuation of the
property likely to be insured by them is estimated at $5,000,000.
*+*
RAILS AND JOINTS
BY WILLIAM H. COLE, M. A. I. E. E.
There is probably no subject in the construction of street
railways that is more important than that of rails, their in-
stallation, upkeep and jointing, and there is probably no de-
partment where its deterioration or neglect of upkeep works
an ultimate greater trouble than that of permanent way. Upon
the perfection of the work depends the life of the rolling stock,
the rails themselves, the smooth, even riding of the cars, and
the return of the current to the power station. *
So much has been written as to the best method of installing
the track, the hardness of rails, their life and their joining to-
gether that to the average man it is in a measure confusing.
The writer has given the subject some attention, especially in
the direction of rail bonding and welding, and has tried to
come to some definite conclusions as to the hardness of rails
necessary to meet traffic requirements in a crowded city.
There is no question as to the fact that a rail for electric
street railway work should be much harder than for steam
railway work, for the conditions are entirely different. It must
be remembered that the problem of wear upon a steam railroad
is a very different thing from that upon a street railroad. The
rail on steam railroads presents a clean head, because the rail
is not buried, and it has to oppose principally a rolling friction,
for the number of times per mile steam railroad trains are
stopped is very low, taking a general average. Not only are
the stops incomparably more frequent, but they are again
multiplied into a greater number of units, as many individual
cars are the rule on street railroads, as against the occasional
train of the steam railroad.
As far as the writer has been able to see in the published
authorities, as well as personal contact with steel experts, there
seems to be considerable difference of opinion as to the com-
binations of the different ingredients composing the steel in
the rails, and there seems to be a wide difference of opinion
as to the hardness of the steel. The decided want of uniform-
ity of ideas in this matter has lead the writer to have conducted
a series of experiments as to the wear of the rails under dif-
ferent conditions, the results of which might be of interest.
It is to be remembered that "each chemical ingredient places
its own particular stamp upon the steel which contains it" and
the stamp varies with each combination of ingredients, that
the number of variations are infinite, and that each different
heat at which the rails are rolled affects the problem. While
the prayer in making the investigation was only "that light
might be thrown in the right direction," an effort was made
to find a compromise of ingredients that might be near some
standard for general use.
The observations covered a full year on a line under heavy
traffic conditions, in Europe, and special attention was given
to the joints at the different times of making the observations.
Five different types of bonding and welding were under ob-
servation, and it must be confessed here that the principal
object of the tests and observations were with regard to the
joints, but it was the writer's firm endeavor to arrive at some
definite conclusion in his own mind with regard to hardness of
rails for different conditions of traffic, as well as to find the
best possible method of joining and bonding the rail ends,
having regard to the life of the joints as well as their electrical
conductivity.
The rails were laid on a concrete stringer, paved with Bel-
gium granite blocks, with a luting of coal tar at the joints.
They were of the grooved girder type, 6l/2 ins. high, and weigh-
ing 95 lbs. to the yard. They were selected from out of a stock
at the works of one of the largest rolling mills in Europe, and
were, as can be seen, of three degrees of hardness.
An analysis was made of the ingredients of the rails at the
beginning of the test and at the close, all by a reputable steel
expert, and special attention was given to the fact that a part
of the rails -were heated at their ends when making the Falk
and Goldschmidt welds.
There were fifteen rails in all, giving three joints for each
of the five different classes of joints, and in making the tests
and observations an average of the results for the three rails
of its class was given. Micrometer calipers were used in
measuring the wear of the rails each month, three different
measurements were made at each place, and an average was
calculated from these three measurements, viz :
A. At a point at or near the gage line.
B. At a point in the center of the tread.
C. At a point near the outside of the rail.
The joints that were bonded were fished with standard fish
plates, bolted with eight i-in. bolts, screwed up as tight as
could be, the rail ends laid close or butting each other, laid
September 3, 1904.]
fished and bonded in the maximum heat of the day and imme-
diately covered and paved around them.
No. 1. Three joints fished as above and bonded around the
fish plates with standard Chicago bonds No. 00 B. & S. gage,
two bonds to each joint.
No. 2. Carefully bonded with "Crown" concealed bonds, with
two bonds of a section equal to two No. 00 copper bonds B. & S.
gage, and the fish plates carefully bolted over them.
No. 3. No. 2 plastic bonds, made by Harold P. Brown, and
carefully installed according to instructions, by a man formerly
experienced in this work.
No. 4. Three joints welded by the Falk process.
No. 5. Three joints welded by the Goldschmidt thermit
process.
The rails were laid continuously so the same cars were
obliged to pass over the same section containing the different
types of joints. The subjoined tables will give an idea as to
the results, and from the results of these tests the writer has
arrived to the following conclusions :
That for electric street railways under average traffic con-
ditions rails should give a life of about forty years if the joints
are made continuous, and are composed of
Carbon 55 to .58
Silicon 10 or under
Phosphorus .08 or under
Sulphur 06 or under
Manganese 83 or under
This is comparatively a hard rail, as will be seen by the
amount of carbon it contains. I think .55 is about the amount
of carbon to make the best all around rail, and that any rail
having more than .58 of carbon is too hard, and that perhaps
the leeway of .55 to .58 is quite sufficient for manufacturing
contingencies. It is quite certain that a rail within the above
limits will give approximately the longest average life, based
upon the writer's experience and observation.
The weak spot in all lines is the joint, and out of all the
tests made the point that showed the greatest weakness and
the most wear was at the joint. By far the best section in
wear, as well as electrical conductivity at the end of the tests,
was with the butt-welded joints made by the Goldschmidt
process. As a matter of fact, there seemed to be no more wear
at the joints thus welded than any other part ot the rail. And
at the end the relative conductivity seemed to be the same as
at the beginning.
With two of the Falk welded joints there appeared marked
corrosion between the rail proper and the cast-iron sleeve, and
one was apparently as good as at the beginning. The resist-
ance was plainly less in the case of all of the bonded joints at
the finish, and indeed one of the copper-bonded joints was
actually loose.
One of the plastic bonds held up very well, and the other two
were not in very good shape, and had very little contact be-
tween the fish plates and the web of the rail.
All of the fished joints showed appreciable wear at the joints,
with considerable pounding as the wheels rolled over them.
One of the fished joints required attention during the time
of the test, and one of the copper bonds had to be reriveted, as
it had become loose.
As a conclusion, I think it is more than manifest as to what
make the shortness of the life of the rail, and T think it cannot
be too strongly emphasized, because it discloses one of the
greatest evils existing to-day in street railway work, and in
which the stockholders are suffering without realizing the
extent, and that is defect in the joints.
Measurements taken at any other part of the rail than the
joint show an even fair wear, with a good long life, hut rails
are being taken out and being replaced all over the world, not
because they have been worn to the point of destruction, but
because the joints have become trio bad for further use, and
331
another thing to be remembered is that when wear at joint
reaches a certain point the rest of the rail wears with very
much increased rapidity.
As time goes on we hear less of the joint question, for man-
agers are commencing to weld their joints and to use heavier
rails, with stronger fish-plates; nevertheless, the evil still ex-
ists, and a few years from now those who are deluding them-
selves in the belief that they have a long life for their existing
tracks will awake to find out that even the construction of to-
day, unless it is a type that virtually makes a continuous rail,
is wasteful and extravagant.
The greatest lesson these tests, as well as an experience cov-
ering many years in connection with electric traction work,
gives to me, is one that I cannot emphasize too much, and it is
that, unless a perfect joint is obtained, no one need worry too
much about the quality of the steel in the rail, for any of the
standard makers produce a satisfactory rail — any one may
buy — the very cheapest one can buy — will last longer than any
of the joints, unless it is welded properly and made into a con-
tinuous rail.
INGREDIENTS OF FAILS UNDER TEST
Carbon
Soft
Medium
Hard
.284
•572
•591
.061
■2 5
•057
Phosphorus
.105
.052
.098
.065
.078
.060
Manganese
.784
.98I
.830
I.299
1. 918
I.636
Iron
98.701
98.082
98.364
IOO.OOO
IOO.OOO
IOO.OOO
Note. — Metal' ids ignored
The following are figures of monthly and yearly wear in
inches :
AMOUNT IN INCHES PER MONTH AT THE JOINT
Kind of Rail
Chicago
Crown
Plastic
Falk
Gold^hmidt
Soft
Medium
Hard
.CO23
.0012
.0028
.0026
.OOI3
.0028
.0024
.0OI2
.OO27
.OOI8
.OOI I
.OO24
.OOI4
.OOO9
OOI9
WEAR IN ONE YEAR AT THE JOINT
Soft
Medium
Hard
.0276
.OI44
•0336
.0312
.OI56
0336
.028S
.Ot44
.0324
.0216
.OI32
.0288
.OI68
.OI08
.0288
WEAR FOK ONE YEAR IN THE MIDDLE OF THE RAIL
Soft
Medium
Hard
.OI68
.0I2O
.022S
.Ol6S
.0I2O
.0228
.0168
.0I2O
.0228
.0168
.0120
.0228
.OI68
.0120
.0228
Taking a wear of .2 in. as being the extreme permissible
wear at the joint under the best conditions, the life of the dif-
ferent types of joints would be as follows, in years:
TYPE OF BOND OR WELD
Kind of Rail
Chicago
Crown
Plastic
Falk
Goldschmidt
Soft
7.2
6.14
9-9
9-2
11. 9
Medium
145
12.8
14-5
IS- '
18.8
Hard
5 s
5.i
6.1
69
6.9
The estimated life of rails as per the same series of observa-
tions, if the rail were a continuous one and the joint did not in-
STREET RAILWAY JOURNAL.
332
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
terfere, giving a permissible wear of .2 in., would be as fol-
lows, in years:
Kind of Rail
Chicago
Crown
Plastic
Falk
Goldschmidt
Soft
II.9
11.9
II. 9
II. 9
11.9
16.6
16.6
16.6
16.6
16.6
Hard
6.9
6.9
6.9
6.9
6.9
The following would be the electrical efficiency and loss at
the beginning and end of the first year :
Class of Joint
Electrical Per
Cent Efficiency
at Beginning
of Year
Electrical
Efficiency at
End of Year
Per Cent Below
Equal Section
of Rail
89 51
74-43
29-57
Crown bonds
86.71
73-72
26.28
Plastic bonds
89.72
77.84
22.l6
IOI.I6
86 53
10.44
Goldschmidt thermit weld.
IOLI4
100.39
OO.39 +
The following would be the loss in electrical efficiency at
the end of the first year's service :
Chicago Bonds. — Starts with 89.51 per cent and ends with 7443,
or 29.57 per cent below the resistance of an equal section of rail.
Crown Bonds. — Starts with an efficiency 86.71 per cent and ends
with 73.72 per cent, or 26.28 per cent below the resistance of an
equal section of rail.
Plastic Bonds. — Starts with 89.72 per cent and ends with 77.84
per cent efficiency, or 22.16 per cent below the resistance of a sec-
tion of rail of equal length.
Falk Welds. — Starts with an efficiency of 101.16 per cent and ends
with 86.53, or IO-44 Per cent below an equal section of solid rail.
Goldschmidt Welds. — Starts with an efficiency of 101.14 per cent
and ends with 100.39 per cent, or 00.39 Per cent above the resist-
ance of an equal section of solid rail.
PAPERS AT THE VIENNA CONVENTION
In addition to the abstracts already published of the papers
to be presented at the Vienna meeting of the International
Tramways and Light Railways Association of Europe, digests
are given below of three papers :
BRAKES
The report by Th. Scholtes, director of the Nuernberg-Fuerth
Street Railway Company, on brakes for electric street rail-
ways, is based on information received from fifty-four com-
panies and on a former report of Mr. Poetz, which covered the
practice of twenty companies. Mr. Scholtes distinguishes the
following three groups :
In the first group hand brakes, operated by the motorman,
are used and only in special cases are short-circuit brakes ap-
plied. Information is given on thirty-seven companies which
use this system (63 per cent of all companies which replied to
the inquiries). In this case the trailers, which are mostly in-
herited from the horse-car service and are therefore of light
weight, are not mechanically braked. To keep them at rest
on grades or in emergency cases the hand brake is available ;
in some cases the trailers are provided with electro-magnetic
brakes. The author calls attention to the hand brake used by
the Leipzig Street Railway. In the same a sufficient braking
effect is obtained by a friction device between brake gear and
brake staff without any exertion of the motorman, since the
momentum of inertia of the car is utilized for pressing the
brake shoes against the wheels. This brake is stated to have
proved very satisfactory. Besides the hand brake, most of the
companies in this group use the electric short-circuit brake as
an emergency brake.
The second group comprises those companies which use in
general electric brakes, together with hand brakes. Thirteen
companies (22 per cent) use this system. In this case the
trailers are also generally braked electrically. The author
seems to be rather favorably inclined toward the electric brake.
The motors should be chosen of sufficient capacity to prevent
undue heating. On grades the cars must be stopped, of course,
by means of the hand brake.
The third group comprises air brakes, and is sub-divided by
the author into classes. One class comprises four companies
which have air brakes on all motor cars, the other six com-
panies which use air brakes only on a portion of their cars,
only the heavy trains and cars being provided with the same.
The author has made careful measurements of the power re-
quired for operating the air pump; the energy consumption
with electric braking and without the air brakes was 429 watt-
hours per km, with the air brakes 456 watt-hours per km, so
that the difference of 27 watt-hours = 6.3 per cent was the
energy consumed by the pump.
The statements of the different companies as to cost of opera-
tion and maintenance are scarce and vary greatly, the average
values being as follows:
Hand brake, 0.06 cents per car-km.
Electric brake, 0.02 cents per car-km.
Air brake, 0.08 cents per car-km.
They show that the air brake is the most expensive. The
general conclusions of the author are as follows:
In selecting the system of braking, the local conditions are
to be taken into account. The brakes should not cause any
jerking. There should always be two independent brakes. The
operation of the brakes should not require such manual strength
as to tire the motorman out.
If the hand brake is insufficient as a main brake on account
of power to operate it, or too great a number of trailers, or too
difficult conditions of the track, a mechanical type of brake
should be used and the electric brake should be introduced.
Under special conditions (for instance, if the motors have
not a sufficient capacity or if the controllers and rheostats have
not enough steps) air brakes may be used to advantage. For
heavy loads, high speeds and with more than two trailers, air
brakes should always be used.
Mr. Scholtes concludes that the resolutions adopted by the
Congresses in Geneva in 1898 and in London in 1902 are still
valid, namely, that "for electric tramway service two brakes are
desirable, of which one should be a hand brake, while the other
may be a mechanical (electric, magnetic or air) brake. The
electric brake is in most cases preferable on account of its
simplicity and safety, and is recommended for use."
SAVING OF ELECTRICAL ENERGY IN STREET RAILWAY
SERVICE
A paper by W. Klitzing, director of the street railway com-
pany in Magdeburg, deals with this subject and gives the sum-
mary of the replies sent by forty-seven street railway com-
panies to the inquiries of the society as to methods of reducing
the consumption of electrical energy. That it should be pos-
sible to accomplish some valuable saving is indicated by the
fact that the energy consumption of the different companies
varies between 350 and 962 watt-hours per car-km, and be-
tween 50 and 105 watt-hours per ton-km. It is, of course, to
be taken into consideration that the energy consumption de-
pends to some extent on local conditions, such as grades and
curves, number of stops, conditions of weather and snow, etc.
But nearly all the companies who sent replies thought that it
would be possible to reduce the energy consumption.
The means proposed for this purpose are schools for motor-
men, temporary employment of the motormen in the repair
works, introduction of the three-wire system, payment of a
premium to economical motormen, control by meters installed
on the cars. A larger number of companies have installed
meters, varying in price from $18 to $79 per meter. They are
mostly placed below the passenger benches. The payment of a
premium to motormen for economy in current consumption has
September 3, 1904.]
been introduced by very few companies only, although some
of them think this desirable.
SYSTEM OF CURRENT DISTRIBUTION FOR URBAN AND IN-
TERURBAN RAILWAYS
The report on this subject is written by Ph. Pforr, chief en-
gineer of the Allgemeine Elektric. Ges. of Berlin. The author
first compares the three-phase and single-phase alternating-
current traction systems, and concludes that the three-phase
system is not so desirable as the single-phase. The necessity
of using a commutator with a single-phase motor is considered
to be no disadvantage, since on many roads it will be necessary
for the cars to run on existing direct-current lines so that the
single-phase motor should be able to be operated as a direct-
current motor, which is only possible if it has a commutator.
The author then compares the direct-current system with
the single-phase alternating-current system, and bases his dis-
cussion of the latter on the results obtained with the Winter-
Eichberg motor. The latter is inferior to the direct-current
motor only with respect to efficiency and weight. The lower
efficiency is due to the fact that the operating current (which in
the case of the direct-current motor pas:es through th? arma-
ture only) passes through both stator and rotor in the Winter-
Eichberg motor. The copper losses of the alternating-current
motor amount, therefore, to about twice the copper losses in
the direct-current motor, which means a decrease of efficiency
by 4 per cent or 5 per cent. Moreover, for a frequency of 40
to 50 periods the iron losses are also greater, while for a fre-
quency of 16 to 25 periods per second the iron losses are about
the same as in the direct-current motor. The lower efficiency
and the fact that the space cannot be so well utilized, results
in an increased weight of 10 per cent to 20 per cent for the al-
' ternating-current motor, the weight being the higher, the higher
the frequency.
On the other hand, the direct-current motor requires regula-
tion by means of resistances during the period of starting, while
the alternating-current motor is regulated by transformers. In
the latter case the energy loss is much smaller than in the for-
mer. The lower efficiency of the single-phase motor is there-
fore compensated for to a large degree by better regulation.
For the single-phase system it makes no difference whether
the voltage at the trolley wire is 500 or 10,000, since the regu-
lation is not accomplished in the high-tension circuit, but in a
special branch circuit, in which the voltage is only about 200.
With direct current the highest voltage which has been used
with the ordinary traction system is 800, that employed on the
Berlin Elevated Railway. Thury has installed a direct-current
system on the St. George de Commiers-la-Murc line, in which
current is transmitted at 2400 volts. For this purpose he con-
nects four motors, each of 600 volts, in series. However, since
it appeared dangerous to interrupt this high-tension circuit for
the sake of regulation of speed, he does not use the rails for the
return currents, but has installed a separate overhead return
wire. He was thus enabled to make a connection between the
rails and the central point of the four motors so that each over-
head wire has a voltage of 1200 against the rails, the voltage
being positive in one wire and negative in the other. For in-
terrupting the circuit he uses oil switches, which take consid-
erable space and are expensive.
The author divides interurban railroads in two classes. The
first comprises those lines in which the power house generates
energy at 1200 volts or less for transmission. This plan can
be employed by operating not too heavy trains, and where the
terminals are not further away from the power house than 12
km to 15 km (7 miles to 9 miles). The second class comprises
those roads in which the currents must be transmitted at a
higher voltage than 1200; it includes roads with a more ex-
tended system and using heavy trains.
The author concludes that for the second class using more
than 1200 volts, the single-phase system is far superior. He
333
believes that the first cost of installation will not be higher
than for the direct-current system, while the cost of operation
will be smaller since there are no converter stations. It is only
for railroads with a voltage less than 1200 that the advantages
of the direct-current system manifest themselves, and they are
the greater the lower the voltage. For 600 volts to 700 volts
the direct-current system is surely preferable, for the simple
reason that the equipment of the cars is cheaper.
Between 700 volts to 1200 volts the equipment of the direct-
current system requires special devices, the motors are some-
what more expensive, the controllers are considerably more
expensive, and the danger for the attendants and for the pas-
sengers are greater. The question which of the two systems is
preferable in such cases will depend on local conditions.
♦♦♦
DESIGNING AT ARM'S LENGTH
Chicago, Aug. 27, 1904.
Editors Street Railway Journal :
The editorial in your issue of Aug. 20 on the value of statis-
tics refers briefly to the advantages of centralized management
in connection with power transmission, lighting and electric
railway systems. There is no doubt that a considerable econ-
omy-can be secured from concentrating the technical staff at
headquarters, contrasted with the often-times prohibitive ex-
pense of maintaining experts in different branches of engineer-
ing at the local offices of small companies. Like many other
propositions, however, this statement deserves some qualifica-
tion as carried out in practice, for it is only when high effi-
ciency is obtained in the centralized engineering department
that any great saving may be effected. The expenses of man-
agement are likely to be heavier as the responsibilities of the
headquarters' officials increase, and although this is legitimate
within pretty wide limits, it does not take long for all general
expenses to reach a formidable total if a sharp eye is not kept
upon them.
In some organizations of this character, however, the tech-
nical staff is seriously hampered in doing its best work by an
ultra-conservative policy in regard to traveling expenses. It
is no uncommon thing to find a power station in the Far
West being designed, root and branch, by an engineer 2000
miles to 3000 miles away, in Chicago, Philadelphia, New York
or Boston, who is not privileged to visit the scene of his work
from the time when the first pencil sketches are made to the
days when steam is first turned into the engine cylinders and
current switched upon the distributing circuits. Of course,
some responsible member of the syndicate or centralized organ-
ization has visited the site of the plant and sized up the general
lay of the land in the intervals between dinners with the Mayor
and Aldermen or with representative citizens at the clubs.
But the subordinate engineer whose detailed work designs
every cubic foot of the station is often left in the lurch as far
as any real knowledge of local conditions goes. An instance of
this occurred recently in the case of a power station located in
a distant city. The capacity of the plant was somewhere around
5000 kw, and about three-quarters of a million of dollars repre-
sented its cost. From start to finish the designing engineer in
charge was not allowed to take a trip to the spot, and as a re-
sult, the completed station stands to-day so crammed with ma-
chinery in inconvenient locations that it is difficult to operate
the plant. From time to time during the construction period,
local conditions demanded radical changes in design; the piping
system became more and more complicated; storage batteries
were added to the orginal layout, and finally an enormous boos-
ter joined the happy family of rotaries, transformers, switch-
boards, cables and steam pipes which filled the establishment
until it only needed the Hebraic three balls over the entrance to
mark it as a sort of power equipment pawn shop. By dint of
STREET RAILWAY JOURNAL.
334
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
much coaxing the booster was finally assigned a place between
the bases of two adjoining rotaries, the terminal board being
set up in the basement below. The wiring diagram of the
plant resembled a map of the Evil One's nervous system, and it
was almost impossible for the draughting department to keep
the drawings up to date, so frequent were the changes which
followed the arrival of the trans-continental mail. It is no
exaggeration to say that the $250 required to send the design-
ing engineer to the station and back on a three weeks' trip
would have been saved many times over in the construction
cost of tbe plant, which ran up to about $150 per kilowatt at
the time of completion.
Another case of the same sort was that of a Canadian plant
designed by an American firm. Here the plans were carried
through without much change in the home office until after
construction began, when one of the non-technical officials of the
firm decided to cut down expenses by shrinking the dimensions
of the station. None of the responsible designers had visited the
plant, so the paring down took place with the result that when
operation began, it was necessary to climb a ladder in order to
shut off steam from the boiler room, after the attendant had
squeezed through a narrow passageway that placed a premium
on a thin fireman. Other inconveniences were also brought
out when operation commenced, many of which might have
been foreseen if the designer had visited the plant during con-
struction.
It is not the object of these comments to deprecate the de-
signing of large power stations in a distant city, but it is in-
tended to point the necessity of following the work in person
upon the ground as far as possible, if it is decided to direct it
in general at arm's length. The practice of the great manu-
facturing companies in encouraging their designing engineers
to visit the shops and testing rooms .is well worth following
under the different conditions which accompany the design of
power plants by firms of engineers. Observer.
♦♦♦
SIX-WHEELED TRUCKS
Minneapolis, Aug. 25, 1904.
Editors Street Railway Iournal :
The increase in car speeds upon electric railways during the
past few years has brought about many interesting changes in
the design of equipment. The demand for higher rates of ac-
celeration and braking, coupled with the necessity of maintain-
ing faster maximum speeds for considerable periods of time,
has raised the standard of power house, line, track and rolling;
stock construction so that a general strengthening of design is
at once apparent when one compares the equipment of 1904
with that of five or ten years ago. This improvement in the
quality and increase in the quantity of material used is par-
ticularly evident in the case of cars, and goes a long way to-
ward explaining the advance in rolling stock prices during the
past decade. Thus, $2,500 was not long ago considered a fair
valuation for a car representative of advanced practice in
urban transportation, capable of attaining a maximum speed
of 25 miles per hour and carrying some thirty-eight passengers.
To-day a car costing $7,500 and running at 35 miles per hour,
with fifty-two passengers aboard, is far from unusual in city
and suburban service, and it is no exaggeration to charge a con-
siderable part of this increased cost to the faster schedules de-
manded at the present time.
One of the most notable points brought to light by the recent
high-speed tests in Germany was the influence of roadbed and
track upon high-velocity car and train movements. It was
thoroughly demonstrated that without the most substantial
track construction, heavy motor equipments could not be safely
worked to their full speed possibilities. In the same way the
trucks must be unusually strong if a car is to safely run at
high speeds, as irregularities occur even in the best laid track.
Six-wheeled trucks are now so common upon the standard
Pullman cars of steam roads that the absence of the third pair
of wheels immediately strikes the attention at a railway station
of one interested in transportation matters. It is pretty certain
that electric railway speeds have not yet reached a maximum
limit, and the time has come for the consideration of the six-
wheeled truck as a factor in the movement of rolling stock at
speeds upward of 60 miles per hour. The ordinary trolley
road is probably better off with four-wheeled trucks, as the
acceleration drops off with the introduction of the third pair
of wheels, while the first cost of the six-wheeled truck runs
from 50 per cent to 100 per cent more than the other. The
maintenance expense is greater with the six-wheeled truck,
other things being equal, and the maximum speed of the aver-
age trolley car is certainly not high enough to warrant incur-
ring any considerable expense in trying to excel the very satis-
factory four-wheeled trucks now upon the market. In other
words, there is little reason to believe that the difference in
safety and comfort at speeds of 35 miles to 50 miles per hour
would be worth the extra expense of the six-wheeled truck
over the present type in suburban and interurban service.
A different proposition confronts us, however, in the cases of
extra high-speed interurban roads and of steam roads contem-
plating the adoption of electrical equipment for high-speed
branch lines or fast suburban service upon main line routes.
Here the superior running qualities and safety of the larger
truck have an important bearing upon operation at speeds of
from 60 miles to 80 miles per hour, and even beyond. No one
can safely fix the speed limit of the next five years upon Amer-
ican railways at these figures — in fact, they are exceeded prac-
tically every day. Although the electrical equipment of a
steam road does not imply extraordinary speeds in future
schedules, it is certain that as the field of electric traction ex-
pands, the speed problem is not one to fall out of sight. The
suspension of two heavy motors upon a truck for fast running
demands a much more solid construction than is the case with
even a heavy trailer car, and the employment of the center pair
of wheels as idlers helps to carry some of the extra weight and
strains, at the sacrifice of an accelerating power, which dimin-
ishes in importance as the length of run between stops in-
creases. Every one appreciates the difference in comfort be-
tween a six-wheeled truck and a four-wheeler at 60 miles per
hour, because the former fails to register the defects in track
construction which make such an impression upon the latter.
The six-wheeled truck is easier upon the track and roadbed
also. On account of the heavy motors used in very high-speed
equipments, 36-in. or 42-in. wheels are preferable to the 33-in.
size. Little trouble should be expected in obtaining a high
rate of retardation with the six-wheeled truck, as the present
idea fits shoes to every wheel, although the pressure at the
center wheel is lessened somewhat. Certainly as heavy elec-
tric railway work comes more and more to the front, the advis-
ability of adopting six-wheeled trucks is bound to be more
carefully weighed in comparison with adherence to present
four-wheeled standards. R. P. Williams.
♦♦♦
CONCRETE BUS-BAR AND SWITCH-CELL COMPARTMENTS
Philadelphia, Pa., Aug. 26, 1904.
Editors Street Railway Journal :
I notice an editorial in your issue of Aug. 20 in which you
advocate the use of concrete in bus-bar and switch-cell
compartments. I wish to call your attention to the fact that the
new station of the United Railways & Electric Company, of
Baltimore, which has been in use for about two years, has con-
crete switch-cell compartments, and all the work of this charac-
ter which the Philadelphia Rapid Transit Company has done
during the past year has been of concrete exclusively. The Balti-
more construction proved very satisfactory during the recent
fire in that city. Engineer.
September 3, 1904.]
STREET RAILWAY JOURNAL.
335
A NEW STANDARD FOR CHECKING SERVICE METERS
The most important and frequent use made of standard in-
struments in central stations is the checking of the wattmeters
upon the service circuits, yet it is the use for which they are
the least adapted. Wattmeters when properly tested are checked
under different loads, from one-fiftieth to one and one-half
times their rated full-load capacity, and the range thus covered
so greatly exceeds that of the portable standard instruments in
general use, that ordinarily three of these standards are re-
quired to check one service meter.
To facilitate rapid checking of the integrating wattmeters
and to insure accurate results, the Westinghouse Electric &
Manufacturing Company has designed the special precision
wattmeter illustrated herewith. It has the same characteristics
of high accuracy and ease of manipulation of the other West-
inghouse instruments of precision, and has a special provision
by which connections may be made for three different currents,
of 5 amps., 20 amps, and 100 amps, maximum capacity, re-
spectively. The precision resistance or multiplier is used in
connection with this instrument, which, with resistance in cir-
cuit suitable for 100 volts, will accurately measure quantities
of from 10 watts to 10,000 watts, and proportionate amounts
at other voltages.
This instrument is easily manipulated. The construction of
PRECISION WATTMETER FOR CHECKING SERVICE METERS
the binding posts facilitates the making of quick connections
and insures good contact. When current is passed through the
circuits the sight wire moves to the right, and is brought back
to zero by turning to the left the central knob, which moves the
vernier head along the scale. A fine adjustment is obtained
by the knob at the side. Readings are made in tenths of a
division without estimation, giving, in the instrument shown,
2000 readable deflections on a 5-in. circular scale.
In designing this instrument the intention has been to pro-
vide a single checking standard that will cover the entire range
ni all the service wattmeters used in ordinary installations, and
thus to avoid the use of several standards, with the accom-
panying disadvantages and inconvenience in handling. By
agreeing to keep this and other instruments of precision cor-
rectly calibrated for live years, it is further sought to eliminate
any trouble caused by inaccuracy or doubt of the correctness
in the standards themselves.
CONVERTIBLE CAR FOR GRAHAM, VA.
The Bluefield & Hinton Electric Railway Company has lately
finished the construction of a road at Graham, in the extreme
western part of Virginia, near the border of West Virginia.
Among the equipment ordered for the new road are convertible
and semi-convertible cars built by the J. G. Brill Company.
The convertible car shown in the illustration has been lately
received and put in operation. It is 20 ft. 7 ins. long over the
end panels, and 30 ft. over the vestibules ; from the panels over
the vestibule, 4 ft. 8l/2 ins. The width over the posts at the
belt is 7 ft. 9 ins. The distance from center to center of posts
is 2 ft. 7 ins., and the sweep of the posts, 5 ins. The side sills are
5l/4 ins. x 6 ins., and the end sills, 4% ins. x 6 ins. The car is
seated for thirty-two passengers, the seats being cane uphol-
CONVERTIBLE CAR FOR THE BLUEFIELD & HINTON ELECTRIC
RAILWAY COMPANY
stered and of the step-over type. Brackets connecting the
backs of the seats to the posts form grab handles and obviate
the necessity of grab handles on the outside of the posts. The
guard rails are arranged to slide on the inside of the posts,
and when raised are held above the curtain roller covers, and
appear to be a part of the woodwork of the car. The interior
is finished in cherry of natural color, and the ceilings are deco-
rated birch veneer. Single seats are placed at each corner,
under which are located the large hoppers of the sand boxes.
The metal runways which guide the sashes into the roof pockets
have five lock-bolt stops, so that the windows may be held at
any desired height. The flexible metal panels have strong
locks at the base, by which they are securely held when raised
into the pockets. The furnishings are of the builder's make,
and include "Dumpit" sand boxes, "Dedenda" gongs, brake
handles, radial draw-bars and round corner seat end panels.
The car is mounted on No. 21-E trucks.
CONVENIENT TRANSIT IN NEW YORK FROM ELEVATED
RAILWAY TO DEPARTMENT STORE
What will unquestionably prove a great boon to the shopping
public, particularly on disagreeable days, is the entrance to one
of the large department stores which the Interborough Rapid
Transit Company has constructed at its Eighteenth Street "L"
station. Tens of thousands of shoppers patronize the Sixth
Avenue "L" system daily, and of these multitudes visit the
store, in question. Traffic at the intersection of Eighteenth
Street and Sixth Avenue is frequently congested and occasion-
ally perilous, and travelers on the "E" will be glad to know that
they can enter the store without having to descend to the street,
as formerly. The entrance to the mammoth department store
is virtually a bridge built across the tracks. It is strongly con-
structed, and from an architectural point attractive to the eye.
Passengers coming from uptown points alight from trains,
ascend to the bridge, and in a moment are within the attractive
walls of the big and busy center of retail shopping. The view
from the bridge is inspiring, because it conveys a graphic im-
pression of the restless activity of the populous dry goods dis-
trict. Passengers on northbound trains do not have to cross
the tracks by way of the bridge. They simply ascend a short
stairway, turn to the right, and soon are in the store.
336
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 10.
ST. LOUIS CAR COMPANY AT LOUISIANA PURCHASE
EXPOSITION
In previous issues some brief descriptions have been given of
the St. Louis Car Company's extensive exhibit at the Louisiana
Purchase Exposition. The exhibit has had a number of in-
teresting features added to it since, and it is only recently that
the magnificent private car "Milwaukee" for John I. Beggs,
THE LONDON AND DUBLIN DOUBLE-DECK CARS ON EXHIBIT
president of the Milwaukee Electric Railway & Light Company,
has been finished to complete the exhibit. A full description
of this exhibit, which is the largest of its kind in the Palace
of Transportation as well as the largest made by any other St.
Louis concern, has therefore been deferred until the present.
In making this display what it is, the company must be credited
with something more than a desire to impress
electric railway men who may visit the Expo-
sition. As a St. Louis manufacturer, it has
shown a commendable desire to contribute gen-
erously to the popular educational value of the
transportation exhibits, and so to the success
of the Exposition. Besides being a display of
the many types of car construction turned out
at the great shops in Baden, St. Louis, the ex-
hibit is a history of street railway car con-
struction from the mule car to the present
coaches for high-speed interurban service.
The features illustrating the progress in
construction are arranged in the order of time
along one aisle. The first exhibit in this sec-
tion is especially appropriate to the position it
occupies. This is the old stage coach of the
kind in which Horace Greeley, Schuyler Col-
fax and others viewed the glories of some of
the territory included in the Louisiana pur-
chase. Nothing could be more indicative of
the improvements in the methods of travel
through the region acquired by the purchase,
or of the progress in that territory, than the
contrast between this simple vehicle and the
magnificent private car forming the last feature of the his-
torical exhibit.
Next in order is an old "bob-tailed" horse car, contributed to
the exhibit by the Louisville Railway Company. This car was
used in Louisville in 1870. It has a platform for the driver,
and at the rear end only a pair of steps, leading directly into the
car. Two single-hinged doors, one on either side of a center
post, lead from the car to the driver's platform. A noticeable
feature resembling modern construction is that the side panels
are plain — that is, neither concave nor convex, giving the car
the same width over the side sills as at the belt rail. Thus, in
this car at least, the concave panel idea inherited from the
omnibus had been abandoned. Two brake wheels with separate
chains are provided, presumably for safety,
the brake wheels being about 10 ins. in
diameter.
A horse car of modern construction, but
very abbreviated in length, is also shown. This
is of a type built by the St. Louis Car Com-
pany for large plantations in the Southern
countries.
The first cable car ever operated is also an
interesting feature. All the original appli-
ances, the grip, the rails, the slots, etc., are
shown in position. The track on which the
car rests is raised several feet above the floor,
giving a good view of the grip and under-
ground construction. The car bears the name
"Clay Street Hill Railroad Company," and was
used in San Francisco in 1873.
To those who have not had shop experience
with the early types of electric motors and car
apparatus, the old car used by the Topeka
Railway Company is of special interest. This
car was built by the St. Louis Car Company
in 1887, its first year of operation, and was in
continuous service until 1904.
The car body is raised from the trucks to
show the motors and equipment. The motors are of the old
double-reduction gear type. The gears as well as the armature
are unprotected. The controlling device is of the Thomson-
Houston type, in which the rheostat, placed under the car, is
operated from the platform by rods and bevel gears.
The "knock down" car, one of 650 sent to Buenos Ayres,
THE DISPLAY OF BRASS CASTINGS, THE OLD STAGE COACH
SHOWN ON THE RIGHT
Argentina, will illustrate to many a new type of car construc-
tion. To economize room in shipping, these car bodies are so
built that they can be easily taken apart and packed very com-
pactly. The car as exhibited has its sides, top and ends wedged
away, showing the method of construction. One platform is
September 3, 1904.]
STREET RAILWAY JOURNAL.
337
removed and crated, as in shipment. When so crated it is com-
posed of three parts — the hood, the dash and the platform, with
the extending timbers.
It is not generally known that many of the street cars of
London are of American construction. One of the type of
which several were constructed by the St. Louis Car Company
for use in London is among the exhibits. The distinctive fea-
ture of this car is that it is a "double-decker," the roof being
utilized to carry as many passengers as the interior. Access
to the upper deck is gained by stairways on each platform. The
car is elegantly finished throughout, the windows being sup-
plied with draped curtains. Similar in many ways is the next
THE BEGGS PRIVATE CAR AND CAR NO. 300 OF CALIFORNIA
COMBINATION TYPE FOR THE PACIFIC ELECTRIC
RAILWAY COMPANY
exhibit. This is a car made for use in Dublin, Ireland, and is
likewise "double-decked."
Of rnore than usual interest to the car builder and user is
the car for the New York subway, built for the Interborough
Rapid Transit Company. The copper sheathing below the belt
rail, together with the decrease in width at the eaves, makes
the car distinctive in appearance from the many around it. It
was constructed according to very rigid specifications, every
precaution being taken against possible crushing or telescoping
THE FIRST CABLE CAR
in the event of accidents. The car is mounted on the St. Louis
Car Company's Interborough Special M. C. B. trucks.
A distinctive type for elevated railways is the car constructed
for the Northwestern Elevated Railroad of Chicago. It is 46
ft. 9 ins. long, having a width over all of 8 ft. 8 ins. The bot-
tom framing is of wood composite construction, being thor-
oughly reinforced with steel.
A car closely resembling a steam railroad coach is the closed
trail car for the "Key Route" in Oakland, Cal. It is entered
from the street by a flight of steps, but the extreme width of
the vestibule steps permits rapid loading and unloading. The
interior of the car is supplied with three St. Louis interior arc
lights. In addition, incandescent lamps with opalescent globes
are placed at frequent intervals on the molding just under-
neath the upper deck sill, there being used for this purpose
more than sixty lamps. The rich mahogany finish harmonizes
well with the green tint of the head linings.
THE GLOBE SHOWING FOREIGN PORTS WHERE THE ST. LOUIS
CAR COMPANY'S PRODUCTS ARE USED
Another car for service in the West is that constructed for
the Pacific Electric Railway Company. This is a combination
car, the open forward compartment seating twenty passengers,
while the closed rear section seats thirty-six passengers.
One of the most interesting of the exhibits is the partly fin-
ished car of the kind employed on the Intramural Railroad.
Large numbers of this design are being built for city service.
On one end the siding of the car is completed. The other end
shows merely the posts and trusses. Between are the inter-
CAR, SHOWING DIFFERENT STAGES OF CONSTRUCTION
mediate stages of construction, showing the wood trusses, fur-
ring, etc. The opposite side of the car illustrates the process
of painting. Near one door post the siding is unpainted. A
short section is then shown treated with primer. The other
sections illustrate continually advancing stages of the painting
until at the opposite end the finished state is shown.
The different steps are as follows: (1) primer, (2) lead coat,
(3) putty and knifing in hardwood, (4) first coat rough stuff,
(5) second coat rough stuff, (6) third coat rough stuff, (7)
guide coat, (8) rubbed out, (9) first coat color, (10) second
338
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
coat color, (n) color varnish, (12) first coat varnish, (13)
second coat varnish, (14) third coat varnish.
The interior of the car is likewise shown in an incompleted
state. One side is finished, having the seats in place. On the
opposite side, however, none of the interior finish has been
fitted, so that the posts, tie rods, etc., are visible. On this side
the method of running the light wires is shown, the top sill and
side plate being grooved for them.
The highest type of car cr>^-^ ,v iion is represented in the
private car "Milwaukee," r [ jcted for President John I.
Beggs, of the Milwaukee EM .ic Railway & Light Company,
and described in a recent hsue. This car contains kitchen,
dining room, office, observation compartments and state rooms,
several different choice woods being used in the interior finish.
Marquetry work of varied designs relieves any undue plainness
in the woodwork, which is comparatively free from paneling
and molding.
In addition to the trucks under the cars exhibited, several
others are shown. Among these is the No. 50 for elevated and
interurban service. Another for elevated and heavy interurban
service is the No. 32. The side frames of this type are of solid
steel. An unfinished side frame lies beside the truck, showing
the one-piece construction. A truck for high-speed service on
interurban lines is type No. 23-B. Among other places this
truck is used under the private car "Martha" of the Indiana
Union Traction Company. For city service where turns of
short radii are necessary, the short wheel base type No. 47 is
shown. This has a wheel base of 4 ft. 6 ins., the motors being
outside hung.
In recent years the St. Louis Car Company has put on the
market several street railway specialties. These, including arc
headlights, interior arc lamps, journal bearings, roller side
bearings, etc., are shown in appropriate places in the exhibit.
The office is in a neat booth just across the aisle from the
main exhibit. The space immediately in front of the booth is
occupied by car seats of the many designs manufactured by
the company,
A description of the exhibit of the St. Louis Car Company
would be incomplete were mention not made of the large globe
occupying a position near the western entrance to the Trans-
portation Building. This globe, representing the World, has
marked over it, in their proper position on the map, the places
where the products of the company are used. The whole sur-
face of the globe is well dotted, showing many points in Africa,
South America, Australia and other foreign lands which have
been supplied with cars by this company.
RECEIPTS AND SHIPPING BILLS FOR ELECTRIC FREIGHT
SERVICE
On many electric railways, particularly interurban lines, the
freight carrying department has become a very important fea-
ture. The public has shown a disposition to recognize the
economies and conveniences incident to freight carriage by
electricity, but to attain the highest degree of success it is essen-
tial that every precaution should be taken to give no cause for
complaints relative to lost or delayed material. This difficulty
is easily minimized by using shipping forms and receipts which
can be quickly filled out and easily understood.
The receipt shown in the accompanying illustration is em-
ployed on the electric package and freight line operated by the
Pennsylvania & Mahoning Valley Railway Company, and was
designed by the General Manifold Company, of Franklin, Pa.
It is printed in triplicate, requiring two carbon sheets, a num-
ber of such sets being arranged to form a pad. The original is
given by the freight clerk to the shipper, the first copy is kept
by the freight clerk, who sends it to the auditing department
with the cash received, and the second copy, which is printed
in red, goes with the freight to the freight agent at the other
end, who secures thereon the receipt of the consignee. This
copy is then also returned to the auditing department for check-
ing purposes. The first and second copies differ slightly from the
original. Where the shipper's form is marked "Received from"
and "By , Agent," the copies for the conductor and
freight agent are marked "Shipped by" and "Received by
, Agent," thus making one writing suffice for all forms.
The lower part of the copies also contains instructions for
ELECTRIC PACKAGE & FREIGHT LINE
OPERATED BY
Pennsylvania & Mahoning Valley Railway Company
'M F 49553
190
Received from
The property described below, in apparent good order, except as noted, contents and condition of contents
of packages unknown,
by
Agent
ARTICLES
Consigned to
Which said Company agrees to deliver to said destination if on its lines, otherwise to point on its lines
nearest said destination, upon payment of amount indicated by punch marks in margin hereof, rectilpl of
which amount and articles listed is hereby acknowledged.
NOTICE. All packages must be marked plainly as to consignee and destination. We do not deliver
packages or freight to points off our line, and assume no responsibility for packages or freight not called
for upon delivery to point on our line nearest de_-:ic^tion or address marked on package. All perishable
articles received at Shipper's risk. .1805 General Manifold Co.. rat. Jan. Li, !y.*>, .Titn.R. iftjl,
SHIPPING RECEIPT EMPLOYED BY THE PENNSYLVANIA &
MAHONING VALLEY RAILWAY COMPANY
marking the amount paid by the consignor, space for the con-
signee's receipt and for indicating where the goods were de-
livered in case there is no one at the destinatiQn to receipt for
the goods. The General Manifold Company has also prepared
a similar set of forms for the electric package line operated by
the Youngstown (Ohio) & Sharon Railway & Light Company,
the main difference being provision for checking material.
These forms are also used extensively by the large express
companies, and are reported to be giving unqualified satisfac-
tion. They save a great deal of time, are much more con-
venient than the old system of loose carbons, and the possibility
of error or fraud is practically eliminated. As the carbons are
waterproof they are not affected by dampness, and should the
sheets become wet the cop}- will not run. The forms described
are but two of the many manufactured by this company for
various purposes.
The Trenton & New Brunswick Railroad is now carrying
more passengers than ever before, and the service has been
doubled within two months. The Public Service Corporation's
cars are now running every hour from 6 a. m. to 7 p. m., and
are carrying a large number of through passengers. This ser-
vice, coupled with the Trenton & New Brunswick Company's
own, car service, gives a half-hour headway through a country
where not a single town or village is encountered for 25 miles,
vet nearly every car is filled.
September 3, 1904.]
STREET RAILWAY JOURNAL.
339
THE NEW AMERICAN UNIVERSAL SAW BENCH
The accompanying illustrations show something of a novelty
in saw-bench design, which has recently been placed upon the
market by the F. H. Clement branch of the American Wood-
working Machinery Company, New York. This machine dif-
ers radically from former machines of this class, in that the
table is arranged to tilt in one direction only, whereas it has
formerly been the practice to have the tables of saw benches
tilt in both directions ; the latter resulted in rather complicated
and cumbersome construction, whereas in the new construction,
in which the table is arranged to tilt to one side only, a great
simplification of detail has been obtained. The changes of de-
tail by which this new departure has been made possible are
illustrated in the accompanying engravings of the new design.
The first illustration shows the table from one side when
tilted forward to the extreme angle of 45 degs. ; this serves to
show the arrangement of gages, the ripping gage being located
upon the rear stationary portion of the table, while the cut-off
or miter gage is shown attached to the rolling portion of the
table. Another engraving illustrates the saw bench from the
rear while tilted to this position, and serves to indicate the
construction of the table mechanism as well as the double arbor
arrangement of mounting the two saws, one rip and the other
cross-cut saw for interchangeable use. The two following views
illustrate the saw bench first with the ripping gage transferred
to the rolling table section, while in the remaining view the ma-
chine is shown as used with a dado head mounted upon the
arbor in place of one of the saws. The construction of the saw
bench is such that dado heads up to 6 ins. thick may be used by
means of a special sleeve, which takes the place of the nut and
loose collar on the saw arbor. Dado heads thicker than 2 ins.
at the eye may be used, but they must be recessed to receive
the nut.
The box frame of the saw bench is cast in one piece, and has
three points of support on the floor, which insures rigidity and
avoids any tendency of springing or straining of any part. The
saw arbor yoke is of extremely heavy construction, and carries
two cast steel arbors, with the pulley between the two bearings
and the saw overhung at one end. The yoke swings upon
gudgeons on both sides of the saw line, the circular attachment
and rotation of the yoke being accomplished by a heavy worm
wheel and double-pitch worm. This construction permits of
the interchanging of the saws with the greatest facility, which
may be accomplished without stopping the machine.
The rolling portion of the table moves on non-friction rollers
and is guided on a planed and scraped way, thus insuring an
accurate cut; by means of an intermediate frame. or spider it
can be drawn away from the main section to a distance of 2J/2
ins. to admit the dado heads or special cutters. As above men-
tioned, the table is arranged to tilt in one direction only, inas-
much as the work guides are all detachable; this allows them
to be mounted on either side of the saw so as to enable work to
lie beveled at any possible angle.
The gage plate, or guide for use when rip sawing, moves
over the entire width of the main table, and will admit of any
width of board up to 24 ins., while its fence may be tilted to 45
degs. from the vertical. The entire gage also swings on any
one of the retaining pins to any horizontal angle with the saw
for cutting core boxes, large grooves or similar work. In ad-
VIEW OF THE NEW DESIGN OF SAW BENCH, SHOWING
TABLE TILTED FORWARD AND ARRANGEMENT
OF GAGES
dition to the positive adjustment by means of the table pins,
there is a micrometer adjustment of 8 ins. afforded by a steel
rack and pinion, which makes the movement quick and accu-
rate. This side of the table has a rule graduated to eighths of
an inch for facility in setting the gage.
The cut-off or miter gage is swiveled on the rolling table
section and may be accurately set at all angles by means of a
taper pin and stop holes. A complete half-circle protractor is
cut into the table, which assists in setting for intermediate
SPECIAL ARRANGEMENT OF ROLLING
TABLE SECTION TO ACCOMMODATE
DADO HEADS AND SPECIAL CUTTERS
angles. A novel feature of this portion of the machine is the
providing, as a part of this protractor, of a cross-graduated
sector, by which angles corresponding to any required dimen-
sion of work can be set without previously determining the
angle in degrees, thus saving time and calculating; if, for in-
stance, the two sides of a right-angled triangle, which it is de-
sired to cut, be known, this cross-graduated sector permits the
piece to lie readily set without reference to the resulting angle
of the hypothenuse.
A supplementary cut-off gage is fitted to the right hand table,
consisting of a long tongue moving freely in a slot, to which is
attached a swiveling head or fence graduated to 45 degs. both
VIEW OF THE SAW BENCH FROM THE VIEW SHOWING RIPPING GAGE TRANS-
REAR, WITH TABLE TILTED TO SHOW FERRED FROM THE REAR TO THE
THE SAW ARBOR MECHANISM ROLLING TABLE SECTION
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
shielded lamps upon the roof. The shielding consists of a
cast-iron housing about }£ in. in thickness. This housing is
of the section of a deep U, and is shaped to fit the car roof, and
is adapted to be bolted thereto. The casting is mounted on
the roof so that the opening thereof points directly at the sign
to be illuminated. The interior of the casting is painted with
white enamel, and installed therein, lying sideways, are two in-
candescent lamps pointing toward each other. The upper part
of the casting is milled so that two glass tops can be slipped in,
and these are held in place by buttons mounted on the end of
the casting. On the outside of the casting are bolted two
hooks, which serve to prevent the trolley cord from swaying
from side to side ; in short, the whole lamp guard acts as a
trolley cord protector and prevents the trolley cord from saw-
ing into the hood. The outside of the lamp guard is painted
the same color as the roof, and at day or night it is hardly distin-
guishable, and it is sometimes puzzling on noting the brilliantly
illuminated sign to discover where the light comes from. The
fact that the whole structure is rugged and cheap, and can be
applied to illuminate existing signs, and answers the purpose
of a cord guard as well, makes it a very satisfactory solution
of the illuminated sign problem.
The sign is well illustrated in the accompanying figure,
which shows the roof of two cars. In the foreground may be
seen the open front of the lamp guard, showing the two lamps
in place. Beyond may be seen the roof of a second car, showing
the exterior of the lamp guard, the hooks for retaining the
trolley cord and the sign to be illuminated just above. The
lower hook guard on this particular car is a relic of former
times, and is not now necessary. This method of illuminating
signs has not yet been placed upon the market, and is manu-
factured by the Worcester Consolidated Street Railway Com-
pany for its own use.
♦♦♦
INTERURBAN CARS FOR THE AUBURN & SYRACUSE
RAILROAD
Two handsome interurban coaches have lately been delivered
to the Auburn & Syracuse Railroad Company by the G. C.
Kuhlman Car Company, of Cleveland, Ohio. The cars have
been placed on the high-speed line, which is a part ofvthe sys-
tem operated by the company, extending between Syracuse and
HIGH-SPEED INTERURBAN CAR FOR THE AUBURN & SYRACUSE ELECTRIC RAILROAD
ways, and arranged to connect when desired with the main cut-
off gage by a yoke or arch, which passes over the saw, and
thus makes a long, well-supported gage for large work. When
the supplementary cut-off gage is not in use the fence is de-
tached from the tongue, and the latter is turned over in its slot
so as to make a flush surface on the table, as indicated in the
first accompanying engraving. The machine is driven through
a countershaft and idler jack, by which any combination of
drive connections may be easily made. It is estimated that this
machine will require only ^4 hp for driving under normal con-
ditions of operation. Its total weight is 2100 lbs.
»♦♦
NOVEL CAR SIGN
The need for a sign on street cars which would be luminous
at night has already been felt, and in a degree been met by
ILLUMINATING DEVICE FOR CAR SIGN
electric street railway inventors. These signs are, of course,
all electrically illuminated and employ many different princi-
ples. The Worcester Consolidated Street Railway Company,
through the efforts of J. H. McMullin, superintendent of car
shops, has adopted a solution of the problem which seems to
present features which are desirable in street railway work,
namely, simplicity, durability and cheapness.
The principle of the device is the illumination of the sign
by reflected light. The ordinary poly-sided wooden sign is
used, and is illuminated by the light thrown from properly
Auburn by way of Skaneateles and Marcellus, a distance of
25 miles, through one of the most beautiful sections of New
York State. This is in the famous lake country,, through many
parts of which a number of interurban roads are being con-
structed. The cities are .prosperous and the country thickly
populated, fruit growing being the chief industry. In summer
the traffic is largely increased by people from the cities of , all
September 3, 1904.]
STREET RAILWAY JOURNAL.
341
parts of the State, who are attracted by the fine hotels on , the
shores of the numerous lakes. The railway company owns
Lakeside Park at ,the head of Lake Skaneateles, which has
come to be a popular resort of the people of Syracuse and
Auburn.
The cars, are divided into two compartments, with a total
INTERIOR OF AUBURN & SYRACUSE CAR
seating capacity of fifty-six. Semi-empire ceilings, tinted light
green and tastefully decorated with gold, contrast pleasantly
with the rich, dark Mexican mahogany woodwork. The win-
dow lights are composed of heavy polished plate glass, and the
ventilator sashes have cathedral glass. t The bronze trim
throughout is of generous proportion, and includes parcel
racks. The cars measure 39 ft. 10 ins. over the end panels, and
49 ft. 10 ins. over the bumpers. The width over sills is 8 ft.
2 ins. Four under trusses are included in the bottom fram
the side sills are 4^4 ins. x 7^ ins., with sill plates on the
side, 6 ins. x Y% in. The size of the end sills is 5^4 ins. x
ical supporting devices, cross-arms, pins, etc., for strength and
durability. In such installations the truss pin illustrated here-
with is especially recommended by its makers, Porter & Berg,
of Chicago, who report that this type of construction is being
used with great success on several of the largest high-tension
lines in the country. It has abundant strength, due to its form,
and being made of malleable iron, is not subject to burning
from leakage currents so often complained of in wood pins.
The insulator is fastened on the pin by cement, thus
making the combination of pin and insulator practically
one piece and giving the pin an absolutely uniform support, free
from irregular strains on the thread and consequent breakage
of the insulators. The base of the truss pin is of proper width
to fit over the top of the cross-arm, and the flanges reach over
the edge of the arm to prevent any tendency of the pin to turn
in place. The flanged base also acts as a water shed and pre-
vents rain from entering the cross-arm through the pin hole,
thus giving it a longer life. The iron bolt which fastens the
truss pin to the arm requires a much smaller hole, and the
cross-arm is not weakened by large holes as is the case where
wooden pins are used. It is claimed that this truss pin is abso-
lutely indestructible and will outlast the life of any high-tension
installation.
♦♦♦ •
ELECTRIC HOISTS FOR CONSTRUCTION AND SUPPLY CARS
Electric hoists are becoming more and more a necessity, both
for handling material in construction work and for regular sup-
plies on electric railway systems where supply cars make
tours of the system, for delivering and receiving material.
Not a few electric railway companies have equipped their supply
and construction cars with electric hoists, these being frequently
HIGH-TENSION TRUSS-PIN
ins. The size of the corner posts is 4 ins. x 6 ins., and the
thickness of the side posts is 2l/2 ins. The angle-iron bumpers,
ratchet brake handles, platform and conductor gongs are of
Brill manufacture.
A NEW TRUSS PIN
It is becoming quite usual for engineers designing high-ten-
sion lines to draw their specifications with the view of depend-
ing entirely upon the insulator for insulation, and the mechan-
ELECTRIC HOIST, WITH PLAIN RHEOSTAT CONTROLLER
home made and susceptible of considerable improvement, be-
cause the average electric railway has not had extensive expe-
rience in the manufacture of hoists, and hence the actual re-
quirements are not always known in advance.
The accompanying illustrations show two views of a single-
drum electric hoist built by the Thomas Elevator Company, of
Chicago. This company has for a number of years made a busi-
ness of building and operating both steam and electric hoists,
and has had excellent opportunity to weed out all defects in its
hoisting apparatus. Owing to numerous inquiries and orders
342
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
from electric railway companies, the company recently decided
to place its electric hoists before transportation companies, in
the belief that when it becomes known among electric railways
that such hoists are on the market there will be a strong demand
for them. The hoist illustrated is especially suited for the light
class of work for which a hoist located on a construction or
SINGLE-DRUM ELECTRIC HOIST, SHOWING GEARING.
MOTOR, ETC.
supply car is used. The motor is a G. E.-52, with the regular
resistance used with a street railway motor equipment. A
plain rheostat controller is employed, and since the motor is
always operated in the same direction, no provisions for re-
versing are necessary. Acting on the winding drum is a band-
brake operated by a foot-lever. The winding drum can be
disconnected from the motor and gears so as to revolve freely
and lower its load. The drum is connected to the gearing
through a paper cone friction clutch. The drum is forced
against the paper cone clutch by a cam arrangement, which is
so designed as to be very durable.
This hoist can be used very effectively for pile driving. The
hammer of the pile driver is connected permanently to the end
of the winding-drum cable. The motor is operated continuously.
To raise the hammer on the pile driver, the clutch is thrown in
and the drum winds up the cable until the hammer is at the
top of its stroke, when the operator releases the clutch, letting
the pile-driver hammer fall. Just before the hammer strikes
the pile the operator applies the brake on the drum, and after
a little practice he is able to apply the clutch at the right in-
stant to catch the pile-driver hammer on the rebound and to
start the winding drum to pulling the hammer up again, making
use of the rebound as a start.
It has also been suggested that hoists of this kind would be
of use in repair shops, where all the repair tracks can be en-
tered only by means of a transfer table, as in such shops it is
difficult to get dead cars off of a transfer table into a shop with
any degree of celerity or economy of labor. If a few tracks
could be equipped with hoists of this type, dead cars could be
easily handled. The outfit weighs complete about 3 tons.
THE HARRISON SAFETY BOILER WORKS AT ST. LOUIS
The Harrison Safety Boiler Works, of Philadelphia, Pa.,
have prepared an extensive exhibit at the Louisiana Purchase
Exposition of their Cochrane feed-water heaters, steam sep-
arators, oil separators and Sorge-Cochrane systems. Their
headquarters are at the east entrance of the Gas, Steam and
Fuel Building, and are in charge of D. M. Mason.
Among the Cochrane heaters, separators and Sorge-Cochrane
systems on exhibition are the following : Exhibitors' Power
Plant — One 1200-hp Sorge-Cochrane system, three 6-in. Coch-
rane horizontal receiver separators; exhibit of Westinghouse-
Church-Kerr Company — Two 4000-hp feed-water heaters and
purifiers, and one 6-in. vertical steam separator ; Intramural
Power Plant — One 1750-hp Cochrane feed-water heater and
purifier, one 10-in. and one 8-in. vertical receiver separator,
one 8-in. horizontal receiver separator, one 40-in. horizontal
vacuum oil separator, and one 300-hp Sorge-Cochrane system ;
Underwriter Fire-Pump Station Line — One 14-in. horizontal
receiver separator ; exhibit of P. DeC. Ball — One 600-hp feed-
water heater and purifier, one 6-in. horizontal oil-ammonia
separator.
♦♦♦
THE VALTELLINA RAILWAY ACCEPTED
On July 10 the Societa Italiana per le Strade Ferrate Meri-
dionali Rete Adriatica, the owning company of the well-known
railway connecting Lecco, Colico, Sondrio and Chiavenna, and
popularly called the Valtellina Railway, officially accepted the
three-phase equipment in use as satisfactory. This line has
been frequently described in the technical press, and was in-
stalled by Ganz & Company, of Budapest, at their own risk.
The contract with the railway company provided that it should
take over the electric installation only if the whole installation
should prove a success and fulfil all the requirements of rail-
way service for a period of two years. The guarantee com-
menced on Oct. 15, 1902, the date of starting the road, and
would therefore have expired on Oct. 15, 1904. The Italian
Railway Company, which, during the period which has elapsed,
has had an opportunity of closely observing the working of the
system, decided that it was not necessary to wait for the ex-
piration of the entire period of guarantee. It consequently took
over the plant July 10, and added it to the regular Rete Adri-
atica system.
AMERICAN LOCOMOTIVE SANDER CO. AT WORLD'S FAIR
At the west end of track No. 17 in the Transportation Build-
ing is the exhibit of the American Locomotive Sander Com-
pany. The sander especially applicable to electric railway cars
put on the market by this company is operated by air obtained
EXHIBIT OF THE AMERICAN LOCOMOTIVE SANDER COMPANY
from the main reservoir pipe of the brake system. From the
sand boxes usually placed inside the car, a rubber hose leads
to the rail, being so adjusted that no matter what the curvature
of the track the sand is always thrown on the rail.
A feature of the motorman's valve for operating the sand
is a warning port which draws the attention of the operator to
the fact that the valve is open, thus saving much sand that
would otherwise be wasted.
September 3, 1904.]
STREET RAILWAY JOURNAL.
343
LEGAL NOTES
LIABILITY FOR NEGLIGENCE.
NEW JERSEY.— Street Railways— Collision with Wagon— Con-
tributory Negligence.
1. When a person drives upon a trolley track and comes in
collision with a car, in order to charge the trolley company with
negligence he must show that the motorman, by the exercise of
due care, could have avoided the injury to him.
2. If a person drives upon a trolley track without exercising
reasonable observation to ascertain whether there is danger from
an approaching car, he is guilty of contributory negligence.
(Syllabus by the Court.) — Solatinow vs. Jersey City, H. & P.
Street Railway Company, 56 Atlantic Rep., 236.)
NEW YORK. — Personal Injuries — Permanency — Expert Evi-
dence— Certainty.
Where, in an action for personal injuries, an expert witness had
testified that he thought he could state with a fair degree of cer-
tainty where plaintiff's injuries would be permanent, and there-
after, in answer to another question, stated that he thought they
would be more or less permanent; that, though there might be
some little improvement, he thought she would suffer probably all
the rest of her life; and defendant did not object to the second
answer on the ground that the first had shown the witness not
qualified to give an opinion, but merely moved to strike out as
speculative, the second answer was sufficiently certain. — (Kelly
vs. United Traction Company, 85 New York Supplement.)
NEW YORK.— Street Railways— Personal Injury— Crossings-
Failure to Look.
A street car which plaintiff desired to board having started as he
arrived at the corner, the conductor called to him to come on
across the street; and while following in the rear of the car, and
almost abreast of it, he was struck by a car running at a high rate
of speed on an intersecting line. Plaintiff did not testify that he
looked for the car on such intersecting line before stepping on the
tracks, but stated that he could not see such car until it struck him,
because his view was obstructed by the car he was following.
Held, that it could not be said, as a matter of law, that he was .
guilty of contributory negligence, and that the question was for
the jury. — (Binns vs. Brooklyn Heights Railway Company, 85
New York Suppl., and 119 New York State Rep., 874.)
NEW YORK. — Appeal from Non-Suit — Favorable Inferences —
Street Railroads — Vehicle on Track — Negligence — Question
for Jury — Contributory Negligence.
1. On appealing from a non-suit, plaintiff is entitled to the
most favorable inferences deducible from the evidence, and all
disputed facts are to be treated as established in his favor.
2. Plaintiff was driving along a car track, and a car came up
behind him, signaling for him to get out of the way. A wagon
was standing on the outside of the track, and he turned inwards
across the parallel track, and, as he did so, discovered a car ap-
proaching from the opposite direction a half a block away, which
struck him before he could turn back. Held, that the question of
defendant's negligence should have been submitted to the jury.
3. The fact that plaintiff endeavored to get from in front of the
first car, instead of continuing as he was, did not render him
guilty of contributory negligence as a matter of law, but the
question was for the jury — (Pritchard vs. Brooklyn Heights Rail-
road Company, 85 New York Suppl., and 119 New York State
Rep., 898.)
NEW YORK. — Street Railroads — Death of Passenger — Negli-
gence— Question for Jury.
In an action against a street railroad for the negligent killing
of a passenger, evidence for plaintiff that a violent jerk and ac-
companying accelerated speed of the car threw decedent off while
he was standing on the running board and holding on to the
stanchions with both hands, and evidence for the defendant that he
was seated in the body of the car, but under the influence of liquor,
and voluntarily got up, and either jumped off the car or fell or
was pushed off, require a submisison of the case to the jury. —
Sheeron vs. Coney Island & Brooklyn Railway Company, 85 New
York Suppl., 95-)
NEW YORK. — Carriers — Street Railroads — Injuries to Passen-
gers— Dangerous Position — Assumption of Risk.
Where plaintiff elected to ride on the step of a crowded street
car, and was thrown off by the oscillation or "greyhound motion"
of the car as it was running at the usual rate of speed maintained
on that portion of its route, and there was no evidence of any
unusual or abnormal motion due to any unusual condition of the
car, rails, roadbed, or management, plaintiff assumed the risk of
an injury so occasioned. — (Moskowitz vs. Brooklyn Heights Rail-
way Company, 85 New York Suppl., 960.)
NEW YORK. — Negligence— Joinder of Defendants— Obstructing
Street — Personal Inj uries — Judgment.
A joint judgment against a street railroad and a contractor do-
ing work for it, requiring the tearing up of a city's streets, is
proper, where, through negligence in placing a cord across the
highway, it was rendered unsafe for travel, by reason whereof
plaintiff was injured, whether the contractor be an independent
one, or whether the servant of one or the other was the cause of
the cord being there. — (Schiverea vs. Brooklyn Heights Railway
Company et al, 85 New York Suppl., 902.)
NEW YORK. — Street Railroads — Injuries to Pedestrians — Neg-
ligence— Evidence.
Plaintiff's deceased, a child five years of age, as he was coming
from school with a companion, broke away from his companion,
and ran across the street in front of an approaching car, was
struck by the car and killed. The companion testified that just as
deceased got on the track he tripped and fell. The motorman had
stopped at the preceding street crossing, and, though the car was
going rapidly it was under control, and the speed was not exces-
sive. There was no evidence that the motorman was not attending
to his business, or that he did not stop the car as soon as possible
after he had reason to suppose that deceased would attempt to
cross in front of the car. One witness testified that deceased fell
on the track when the car was only 3 ft. distant, and the motor-
man testified that as soon as he saw the boy start to run across
the street he applied the brake, put on the reverse, and used the
sand box, and succeeded in stopping the car within five or six feet
after deceased was struck. Held, that the evidence was insufficient
to establish negligence on the part of the motorman. — (Sciurba vs.
Metropolitan Street Railway Company, 84 New York Suppl., 85.)
NEW YORK— Street Railroads— Collision— Street Crossings-
Negligence — Questions for Jury.
1. Where an avenue entering a street on which is a line of rail-
way comprises a continuous line of traffic, with an avenue on the
other side of the street, though their ends are not directly oppo-
site, the location is a street crossing, at which the rights of the
users of the streets and the railroad company are equal, irre-
spective of the direction from which the intersection is approached.
2. Where a street car approaches a street intersection at a great-
er speed than usual, and the motorman makes no attempt to stop
it until within 25 ft. of plaintiff's conveyance, too late to avoid the
accident, though the car was 70 ft. away when plaintiff started to
turn across the track, the company's negligence is a question for
the jury. — (Freeman vs. Brooklyn Heights Railway Company, 84
New York Suppl., 108.)
NEW YORK.— Street Railways — Crossing Accident— Contribu-
tory Negligence — Evidence — Question for Jury.
1. It is not negligence, as a matter of law, for one driving a
wagon to attempt to cross street railway tracks when an approach-
ing car is about a block distant.
2. Where, in an action against a street railway for injuries,
plaintiff's evidence showed that a car was nearly a block away
when he started to cross the tracks, and that he had got part of
the wagon over the tracks when it was struck by the car, and that
it was quite light at the time, and that he looked for the car im-
mediately before he started, the cause should have been sub-
mitted to the jury. — (Carter vs. Interurban Street Railway Com-
pany, 84 New York Suppl., 134.)
NEW YORK.— Railroads— Engine Setting Fire— Negligence-
Sufficiency of Evidence.
Evidence in an action for damages from a fire caused by sparks
from defendant's engine, which burned an awning and some signs,
held insufficient to show negligence in defendant. — (Polacsek vs.
Manhattan Railway Company, 84 New York Suppl., 140)
NEW YORK.— Carriers — Street Railroads — Injuries to Passen-
gers— Dangerous Position — Platform.
Plaintiff took passage on a street car which was so crowded that
he was compelled to stand on the rear platform and hold on by the
hand rail. The conductor accepted his fare while in this position,
and without notice to plaintiff the car was driven around a curve
in the track without slackening speed, in violation of a rule of the
company requiring the speed to be reduced one-half in rounding
curves, and plaintiff was violently thrown from the car and in-
jured. Held, that such facts were sufficient to establish negligence
on the part of the carrier entitling plaintiff to recover for his in-
juries.-— (Gatens vs. Metropolitan Street Railway Company, 85
New York Suppl., 967.)
NEW YORK.— New Trial— When Granted— Verdict Against
Evidence — Conflicting Evidence — Discretion of Court — Street
Railways — Injuries to Persons Driving on Track — Contribu-
tory Negligence — Evidence — Sufficiency of.
1. A new trial can only be granted where the weight of evidence
against the verdict is so great that the court can see that it must
344
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
have been the result of passion, prejudice, mistake, ignorance, or
corruption.
2. Where the evidence, though conflicting on material points,
supports the verdict, the court has no discretion, but must refuse
a new trial, even though the conclusion of the jury is one which
the court itself would not have reached on the same testimony.
3. In an action against a street railway for personal injuries re-
sulting to plaintiff from being struck by a car while driving on de-
fendant's tracks, evidence held sufficient to warrant jury in con-
cluding that plaintiff was free from contributory negligence. — ■
(Benjamin vs. Metropolitan Street Railway Company, 85 New
York Suppl., 1052.)
NEW YORK. — Personal Injuries — Actions for — Negligence —
Contributory Negligence — Street Railways — Injuries to Per-
sons on Track — Failure to Signal — Materiality — Care Re-
quired in Operation of Road- — Duty of Person Crossing
Track — Reliance on Car's Slowing Up.
1. To warrant a recovery in an action Tor wrongful death, de-
fendant's negligence and intestate's freedom from contributory
negligence must be shown.
2. When defendant's rapidly approaching street car was within
8 ft. or 10 ft. of where plaintiff's intestate stood, it slowed up, and
intestate, who had seen it approaching, proceeded to cross the
track, and was struck by the car, the speed of which had been
again increased. Held contributory negligence on intestate's part,
precluding recovery.
3. Intestate having seen the car, it was immaterial whether or
not a signal of its approach was given.
4. While it is the duty of a street car motorman to have the car
under reasonable control on approaching a street crossing, a
pedestrian has no right to assume that, because a car has slowed
up, it will stop, or its speed be so controlled as to give him time
to cross the track in safety. — (Thompson vs. Metropolitan Street
Railway Company, 85 New York Suppl., 181.)
NEW YORK. — Street Railroads — Injury to Pedestrians — Con-
tributory Negligence — Evidence.
In an action against a street railroad for injuries to a pedestrian,
where the uncontradicted testimony was that plaintiff saw the car
approaching at the distance of a block and a half or two blocks at
the time he left the crossing, and that it was daylight and there
was nothing to prevent his seeing it from that time to the time he
was injured, and there was nothing to show that he exercised any
care whatever after he left the corner, or that he looked to see
where the car was, but walked heedlessly onto the tracks, a ver-
dict for him will not be allowed to stand. — (Lynch vs. Third Ave-
nue Railroad Company, 85 New York Suppl, 180.
NEW YORK. — Injury to Railroad Employee — Employers' Lia-
bility Act — Negligence of Superintendent— Evidence — Suffi-
ciency— Contributory Negligence — Burden of Proof.
1. In an action for negligent death of an employee, where there
was no evidence that the location at which deceased was work-
ing was defective, that any appliances were out of order, or that
any precaution was omitted by defendant that was possible to pro-
tect deceased in the performance of his work, no liability was
shown under the employers' liability act (laws 1902, p. 1748, chap.
600, sec. 1. subd. 1), giving an action for injury to an employee
caused by reason of a defect arising from the employer's negli-
gence in the ways, works, or machinery connected with the em-
ployers business.
2. In an action against a railroad for death of a servant engaged
in coupling cars, evidence examined, and held insufficient to show
that injury resulted from the negligence of one engaged in super-
intendence, or one acting as superintendent, within the meaning
of the employers' liability act (laws 1902, p. 1748, chap. 600, sec. 1,
subd. 2), giving an action in such case.
3. In an action against a railroad for death of a servant engaged
in coupling cars, evidence examined, and held insufficient to show
that the servant was himself in the exercise of due care, within
the employers' liability act (laws 1902, p. 1748, chap. 600, sec. I,
subd. 2), giving an action for servant's injuries resulting from the
negligence of one intrusted with superintendence when the servant
is in the exercise of due care and diligence.
4. Under the employers' liability act (laws 1902, p. 1748, chap.
600, sec. 1, subd. 2), giving an action for servant's injuries result-
ing from negligence of one intrusted with superintendence, when
the servant is in the exercise of due care and diligence, it must be
shown that the servant was in the exercise of such care, to author-
ize a recovery. — (McHugh vs. Manhattan Railway Company, 85
New York Suppl., 184.)
NEW YORK. — Street Railways — Negligence — Collision with
Vehicle — Right to Cross Track — Instructions.
In an action against a street car company for personal injuries
caused by a collision between plaintiff's wagon and a car, an in-
struction that plaintiff had the right to cross the track when he
-Pleading— Bill of Particu-
saw a reasonable opportunity to do so, even though it required
the motorman to slacken speed, and that the rights of drivers of
vehicles and those of electric cars were reciprocal, so that the
gnpman is bound to see to his charge as diligently as the driver
of a vehicle to his, was not objectionable as substituting the
mental process of the driver for the judgment of the jury as to
whether the attempt to cross was reasonable.— (Prince vs Third
Avenue Railroad Company, 84 New York Suppl., 542.)
NEW YORK.— Street Railway— Person on Track— Injury— In-
struction—Right to be on Track.
In an action, by a person riding in a wagon, against a street
railway company, for an injury occasioned by the collision of a car
with the vehicle, it is error to instruct that a person on a highway
has no right to be on a street railway track when a car comes up
and no right to make a car slow up, though the court adds that,'
'To put it more precisely, the law requires them to use reasonable
prudence to be off when the car comes up," and that "he has a
right to be there, but with that right goes the duty to be vigilant
to be off before the car comes up."— (Venuta vs. New York, W.
& C. Traction Company et al., 84 New York Suppl., 544.)
NEW YORK.— Street Railways-Collision with Team— Con-
tributory Negligence.
The driver of a covered wagon stopped it when it was nearly
dark, without a light, on a street car track, waiting for a train to
pass, remaining, without any precautionary measures, for two or
three minutes, till struck by a streeet car from the rear. Held
that he was guilty of contributory negligence.— (Watson vs In-
terurban Street Railway Company, 84 New York Suppl., 556.)
NEW YORK.— Street Railways— Injury to Passengers— Decree
of Court.
Where plaintiff, while a passenger on a street railway car, was
injured by the shaft of a wagon puncturing the side of the car, it
was error to instruct that the railroad company was bound to
exercise the "highest degree of care" to insure safety of the
plaintiff.— (Kelly vs. Metropolitan Street Railway Company 8=;
New York Suppl., 842.)
NEW YORK.— Negligence— Actions-
lars.
In an action for personal injuries defendant is entitled to a bill
of particulars as to the injuries which plaintiff alleged she be-
lieved were permanent, and as to the length of time during which
she was confined to her home.— (84 New York Suppl., 505.)
NEW YORK.— Street Railways— Negligence— Collision with
Wagon — Evidence — Sufficiency.
In an action against a street car company for personal injuries
caused by a collision between defendant's car and plaintiff's
wagon, it appeared that the wagon was being driven in front of
the car, and turned out apparently to allow the car to pass, but
when the car was about to do so for some reason turned toward
the track so that it was struck. The driver turned to avoid an
approaching vehicle, but it did not appear how far away this
vehicle was. Held not sufficient to support a finding that de-
fendant was negligent.— (Reichenberg vs. Interurban Street Rail-
way Company, 84 New York Suppl., 524.)
NEW YORK— Street Railways— Inj ury to
Car — Negligence — Evidence.
A judgment for plaintiff is supported by evidence that she
attempted to board defendant's street car while it was at a stand-
still, immediately on the alighting of a passenger, and that it
started while she was stepping on it, though plaintiff approached
the car after the signal to start had been given by the conductor
who was inside the car.— (McGill (two cases) vs. Central Cross-
town Railroad Company, 84 New York Suppl., 477.)
NEW YORK.— New Trial— Power to Grant— Discretion of Trial
Court — Review on Appeal.
The power to set aside a verdict on the ground that it is against
the weight of the evidence, and to grant a new trial, rests in the
sound discretion of the trial court, and its determination will not
be reversed on appeal unless an abuse of discretion clearly ap-
pears.—(Lynch vs. Metropolitan Street Railway Company, 84
New York Suppl., 496.)
NEW YORK.— Street Railways— Collision with Team Crossing
Track— Contributory Negligence.
A finding that plaintiff, injured by the wagon on which he was
riding being struck by a street car, was not guilty of contributory
negligence, is authorized, there being evidence that the car had
stopped half a block away, when the wagon approached the
track, by a diagonal path, to cross it, though plaintiff did not look
for the car, the place not being one of obvious danger, and there
being evidence that, if he had looked, the position of the car was
such that danger in attempting to cross would not have been
apparent.— (Westerman vs. Metropolitan Street Railway Com-
pany, 84 New York Suppl., 501.)
Injury to Passenger Boarding
September 3, 1904.]
STREET RAILWAY JOURNAL.
345
NEW YORK— Carrier— Invitation to Take Passage— Injury
to Passenger— Contributory Negligence — Remark of Coun-
sel.
1. Where one signaled a motorman of a street car, who was
looking toward him, and who then slowed up the car, there was
enough to warrant the inference that the signal was seen, and the
car slowed up to permit the taking of passage on it.
2. Where one stepped aboard a car when it had almost stopped,
and was injured by its sudden starting, it cannot be said, as a
matter of law, that he was guilty of contributory negligence.
3. On objection to counsel's remark that he would show that
"attempts had been made, and witnesses spirited away," the court
said: "Unless he proves it, I will instruct the jury to disregard
the statements," and no exception was taken. Evidence of an at-
tempt to bribe a witness to absent himself was introduced. The
court's attention was not again called to the matter. Held, that
the remark affords no warrant for reversal. — (Mulligan vs. Metro-
politan Street Railway Company, 85 New York Suppl., 791.)
NEW YORK.— Master and Servant— Street Railways— Per-
sonal Injuries — Contributory Negligence — Question for Jury
— Appeal — Motion for New Trial.
1. A railway conductor, who had been in the employment for
three months, called the attention of the starter to the fact that the
wheel had fallen out of the top of the trolley pole, and was in-
structed to proceed by allowing the fork on the end of the pole to
rest against and slide along the wire, but to be careful in going
over crossing or around curves. While proceeding on a straight
piece of track the pole became entangled with a supporting wire
and fell on the conductor. Held, that the question whether the
conductor assumed the risk was properly submitted to the jury.
2. Where there is no appeal from an order denying a motion for
new trial, the appellant cannot raise the question that the dam-
ages were excessive. — (Lynch vs-. Brooklyn Heights Railway
Company, 85 New York Suppl., 805.)
NEW YORK. — Street Railways — Passengers Boarding Car after
Signal to Start.
An instruction that, if plaintiff tried to board defendant's street
car after the conductor had given the signal to start, and just be-
fore the car started, defendant was not liable for the conductor's
pushing plaintiff off, is properly refused, because ignoring the
questions of plaintiff's knowledge, or means of knowledge, that a
signal to start had been given, and of any negligence of plaintiff.
— (Ferris vs. Interurban Street Railway Company, 85 New York
Suppl., 806.)
NEW YORK. — Street Railroads — Personal Injuries — Crossing
Track at Night — Contributory Negligence — Question of Fact
— Negligence — Question for Jury.
1. It is not negligence per se for a person to attempt to cross
the track of a street railroad at night 75 ft. in front of an ap-
proaching electric car.
2. Evidence in an action for injuries to pedestrian on street car
track held sufficient to make out a prima facie case of negligence
on the part of the street railroad. — (McDermott vs. Brooklyn
Heights Railway Company, 85 New York Suppl., 807.)
NEW YORK. — Carriers of Passengers — Negligence — Evidence —
Notice of Defects — Effect of Railroad Law.)
1. The railroad law (laws 1890, p. 1131, chap. 565, sec. 162, as
amended by laws 1892, p. 1416, chap. 676) providing that no exam-
ination, request, or advice of the Board of Commissioners shall
impair in any manner or degree the legal rights, duties, or liabili-
ties of a railroad corporation, does not operate to render inad-
missible, in an action for injuries to a passenger, a communication
to an electric railroad from the Railroad Commissioner, made
after inspection about a year before the accident, recommending
the adoption of certain safeguards at the place of the accident.
Notice to a railroad of a defect from which injury to a passenger
has resulted is competent and cogent evidence in an action for the
injury, irrespective of the source of the notice. — (Baruth vs.
Poughkeepsie City & W. F. Electric Railway Company, 85 New
York Suppl., 822.)
NEW YORK.— Street Railroads— Fire Apparatus— Collisions-
Right of Way — Injuries — Actions — Instructions.
1. Under Greater New York Charter, sec. 748, as amended by
laws 1900, p. 256, chap. 155, giving fire apparatus when on duty,
proceeding to a fire, the right of way in a public street over all
other vehicles except those carrying the United States mail, the
driver of a fire truck, going to a fire, had the right to assume on
crossing a street railroad track that the motorman of a street car
approaching, on discovering the truck, would so control his car
as to give the truck the right of way.
2. In an action for damages to a fire truck in a collision with a
street car as the truck was proceeding to a fire, an instruction that
all that was required of the motorman of the car "at the time that
he apprehended danger" was to use ordinary care to bring his car
to a stop was properly refused as misleading, since it limited the
motorman's care "at the time he apprehended danger," though
the danger was caused by his previous negligence, and did not
require care on his part from the time he apprehended danger
until the collision actually occurred.
3. Where, in an action for injuries to fire apparatus in a col-
lision with a street car, plaintiff claimed negligence on the part of
the motorman in approaching the street crossing at a high rate
of speed, without having his car under control, and in failing to
keep a proper lookout to discover the approach of the truck or
signals thereof, an instruction that if at the time the motorman
saw the danger he applied the reverse, acting in the belief that that
was the best method of stopping the car, defendant could not be
found guilty of negligence because the motorman did not apply
the brake, was properly refused as misleading.
4. In an action for injuries to a fire truck in a collision with a
street car, the court charged that the safety of property and the
protection of life require the greatest practicable speed of vehicles
of the Fire Department in responding to alarms, and that the
laws and ordinances regulating the speed of vehicles in the street
do not apply to vehicles of the Fire Department, but did apply to
defendant's car; whereupon defendant requested an instruction
that there was no statute limiting the rate of speed of defendant's
cars, and that negligence could not be predicated on the mere
fact that the car was running at a high rate of speed, and that the
only duty resting on defendant was to exercise reasonable care in
the operation of the car under all the circumstances. Held that
the charge as modified by the request was proper.
5. The driver of a fire truck is bound to respond to an alarm of
fire with the greatest practicable speed, and is only bound to
drive with that care which a prudent person would exercise under
like circumstances. Hatch, J., dissenting. — (City of New York vs.
Metropolitan Street Railway Company, 85 New York Suppl., 694.)
NEW YORK.- — Street Railroads — Drivers of Vehicles — Injuries
at Crossings — Contributory Negligence — Negligence of Rail-
way Company.
1. Where the driver of a vehicle approached a street railway
crossing at right angles at a high rate of speed, and, before at-
tempting to cross he saw the car by which he was struck coming,
but made no effort to stop or avoid the car, thinking he had time
to get across the track in front of the car, he was guilty of such
contributory negligence as precluded recovery for his injuries.
2. When in an action for injuries to the driver of a wagon while
attempting to cross a street car track in front of a car, there was no
evidence that when plaintiff drove on the track the motorman
could have stopped the car, or that it was then at such a distance
from the wagon that it was possible to stop it, a verdict finding
that defendant was negligent was not sustainable. — (Goldkranz vs.
Metropolitan Street Railway Company, 85 New York Suppl, 667.)
NEW YORK. — Negligence — Personal Injuries — Excessive Ver-
dict.
Where a physician with a practice of about $6,000 a year had his
leg from the knee down crushed and bruised, so that he was con-
fined to his bed from May 31, 1900, to July 2, and to his house
until July 12, and was compelled to use crutches until August, and
for six weeks thereafter used a cane, and at the date of the trial,
April 30, 1903, was obliged to wear a steel plate in his shoe, and
was prevented from taking long walks, and there was evidence
from which the jury could infer that his pecuniary loss was sub-
stantial for the two years that had intervened, a verdict for $12,000
was excessive, and should be reduced to $7,783. — (Herold vs.
Metropolitan Street Railway Company, 85 New York Suppl., 660.)
NEW YORK. — Appeal — Verdict — Conflicting Evidence — Con-
clusiveness— Carriers — Injuries to Passengers — Premature
Start — Actions — Instructions.
1. A verdict based on conflicting evidence is conclusive as to
the facts on appeal.
2. In an action for injuries to a passenger alleged to have re-
sulted by reason of a premature start, an instruction that, in order
for plaintiff to recover, he must prove that the accident happened
substantially as he alleged; that it happened through the negli-
gence of defendant's servants operating the car, and without any
contributory negligence on plaintiff's part — that is, that the car
was standing still, and, before plaintiff had an opportunity to> board
it, it was started, and that it made no difference how short a time
it was standing still, if plaintiff boarded car, and the conductor
started it before plaintiff had a reasonable opportunity to get on
the car, the defendant was liable — was not objectionable as with-
drawing from the jury defendant's negligence as a question of
fact, and as instructing that defendant was liable irrespective of
plaintiff's freedom from contributory negligence, which had been
submitted in another instruction. — (Doering vs. Metropolitan
Street Railway Company, 85 New York Suppl., .<ioo.)
346
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
NEW YORK. — Practice — Objections to Evidence — Grounds —
Prayer for Instructions — Items — Proof.
1. In an action for personal injuries, evidence as to the nervous
condition of plaintiff at the time of an examination made by a
physician being admissible to show plaintiff's general condition,
though inadmissible as a basis of recovery, because not shown to
have resulted from the accident, and not being specified in the
complaint or bill of particulars, defendant's objection thereto
should have been taken, not to its admission, but by a request for
appropriate instructions.
2. In an action for personal injuries to plaintiff's son, .there
could be no recovery for expenses alleged to- have been incurred
for the board, lodging and nursing of the son, where such ex-
penses were not paid by plaintiff, nor their reasonable value
shown. — (Fagan vs. Interurban Street Railway Company (two
cases), 85 New York Suppl, 340.)
NEW YORK. — Street Railroads — Injuries to Drivers — Evidence
■ — Contributory Negligence.
1. In an action against a street railway company for injuries to
the driver of a cart while crossing a street in front of a car, evi-
dence held to justify a verdict in favor of plaintiff.
2. Where a street car, at the time plaintiff attempted to drive
across the track, was half a block away, and not closer than 25 ft.
when plaintiff was actually on the track, and was going at a speed
not to exceed ij4 miles per hour, and could have been stopped
within 3 ft., plaintiff was not guilty of contributory negligence, as
a matter of law, in attempting to cross in front of it. — (Bullman
vs. Metropolitan Street Railway Company, 85 New York Suppl.,
32S-)
NEW YORK. — Street Railways — Negligence — Injury to One
Near Track — Instructions — Prejudicial Error — Construing In-
structions Together.
1.. In an action against a street railway for the death of one
killed owing to a car leaving the track at a point near where he
was working, the court instructed that it was the duty of de-
fendant to have the car rails, etc., so constructed that the car
would stay on the tracks. Held, that the instruction was errone-
ous, as eliminating from the jury the question of the degree of care
which defendant was required to- exercise, and practically stating
that the company was an insurer against accidental derailment.
2. Though the court had in earlier instructions stated that
plaintiff could not recover merely because the accident happened,
and followed the erroneous instruction by a statement that if,
from all the testimony, the jury believed the car left the track
without defendant's fault, and they were guilty of no negligence,
plaintiff could not recover, the error could not be regarded as
harmless, it appearing that at the close of the charge the court was
asked by counsel if the court meant to instruct that it was the
duty of the railroad to have its track so constructed that the cars
would stay on the tracks, and the court having replied that such
was the charge. — (Kelly vs. United Traction Company, 85 New
York Suppl, 433.)
NEW YORK.- — Street Railroads — Injuries to Pedestrians — Con-
tributory Negligence— Negligence — Instructions.
1. Plaintiff, a woman 78 years of age, was struck by a street car
while passing diagonally across the street at a street intersection.
She testified that when she left the curb she saw the car approach-
ing about a block away, and that when she was about half way
across and before the two lines of tracks, she looked a second
time, and saw the car half a block away, and continued a few steps,
when she was struck by the fore part of the car, after the fender
had safely passed her. Held, that such facts tended to show care
on plaintiff's part, and that, if she misjudged the distance of the
car from her, such fact would not of itself constitute contributory
negligence.
2. Where, in an action for injuries to a pedestrian at a street in-
tersection by collision with a street car, it was not disputed that
the car was running at the rate of 7 miles or 8 miles an hour,
though there was evidence that the car was under control, whether
the operation of the car was negligent was for the jury.
3. Where, in an action for injuries to a pedestrian at a street in-
tersection by collision with a street car, plaintiff testified that she
looked twice while crossing the street, and at the first time saw
the car a block away, and on the second occasion a half block
away, an instruction authorizing the jury to say whether or not
plaintiff miscalculated or misjudged the distance, or whether she
failed to exercise ordinary care in making the usual and ordinary
observation, and thus brought the accident on herself, was not
objectionable, as not based on the evidence. — (Mauer vs. Brook-
lyn Heights Railroad Company, 84 New York Suppl., 76.)
NEW YORK.— Street Railway— Passenger Injured by Closing
Door — Negligence.
Plaintiff boarded a crowded street car and stood on the plat-
form till some passengers alighted, when the conductor directed
him to go inside, saying there was plenty of room. Thereupon he
entered, and, the car being still crowded, he pushed his way in
sidewise, using his left hand by placing it against the door jam to
support himself, and before he had time to avail himself of other
means of support, if any could be reached, the conductor went
inside, and closed the sliding door on his hand. Held, that
whether the conductor was negligent was a question of fact, a find-
ing on which for plaintiff would not be disturbed on appeal. —
Egnstfeld vs. Central Crosstown Railway Company, 84 New York
Suppl, 148.) ,
NEW YORK. — Street Railroads — Injuries to Workman on
Track — Evidence — Sufficiency.
Plaintiff was attending blasting wires, passing them to the fore-
man, who was beneath the street level, and connecting them with
the explosive. He had placed danger flags warning cars to go
slowly. Previous to bending over he looked for approaching
cars, and then dropped the wire into the tunnel to the foreman.
He was struck by a car which came rapidly along without giving
signal or warning before he had recovered the wires. Held suffi-
cient to sustain a judgment for plaintiff. — (Hennessey vs. Forty-
Second Street, M. & St. N. Ave. Railway Company, 84 New York
Suppl, 158.)
NEW YORK. — Dangerous Streets — Notice to Pedestrian — Pre-
sumption of Safe Condition — Particular Defect — Notice —
Question of Fact.
1. In the absence of an appearance of danger readily discernible
by reasonable care, the existence of which is ordinarily a question
of fact, pedestrians have the right to assume that sidewalks and
crosswalks are safe.
Whether a rail extending over a crosswalk constitutes a suffi-
cient notice of danger to a pedestrian to make it her duty to
avoid it is a question of fact. — (Gribben vs. Metropolitan Street
Railway Company, 84 New York Suppl, 196.)
NEW YORK.- — Witnesses — Cross-Examination — Impeachment.
Where, in an action against a street railway company for in-
juries, a witness for plaintiff, who saw the accident, denied on
cross-examination that he had refused to tell defendant's agent
how the accident happened unless he received a certain sum of
money, and then stated that defendant's agent had offered him
the amount named, and that he had refused to take it, defendant
was bound by this testimony, and could not afterward contradict
it, it not having been reverted to in the examination in chief, and
the witness not being shown to be an agent of plaintiff. — (Gold-
berg vs. Metropolitan Street Railway Company, 84 New York
Suppl, 212.)
NEW YORK.— Trial — Examination of Plaintiff— Discretion of
Trial Court.
Allowing plaintiff, as a witness in an action for personal in-
juries, to' take a glass of water in both hands, in order to show a
nervous affection causing him to spill the water through the
trembling of his hands, and to use his handkerchief in the same
manner, being under the sole control of the witness himself, is be-
yond the ordinary tests of examination, and tends to prejudice the
jury, but, being within the discretion of the court, is not ground
for reversal by the Court of Appeals. — (Clark vs. Brooklyn
Heigrus Railroad Company, 69 Northeastern Rep., 647.)
NEW YORK.- — Street Railways — Injuries to Passengers— Ver-
dict Against Evidence- — Setting Aside.
In an action against a street railway for personal injuries, where
plaintiff, a passenger, is wholly uncorroborated, and is contra-
dicted in all essential particulars by the overwhelming testimony
of a number of disinterested witnesses, who give a consistent and
not improbable version of the accident, a verdict for plaintiff must
be set aside as against the weight of evidence. — (Manning vs.
Metropolitan Street Railway Company, 85 New York Suppl,
1122.)
NEW YORK. — Street Railways — Collision with Vehicle — Fellow
Servants — Imputed Negligence — Contributory Negligence.
1. Where the driver of a furniture van and his helper, who is in-
jured in a collision with a street car, are not engaged in a common
enterprise or joint adventure, but are merely fellow servants in the
employ of the same master, but with distinct duties, the driver's
negligence is not imputable to the helper, so as to prevent his re-
covery.
2. The failure of a person riding in the rear of a van, and who is
injured through a collision with a street car, to jump off the
vehicle on foreseeing the probability of a collision, is not con-
tributory negligence as a matter of law, but the question is for the
jury, dependent on whether, and when, a person of ordinary pru-
dence would have jumped, and whether there was time enough
left for the exercise of a deliberate judgment after the collision
became imminent from the ascertained negligence of either the
motorman or the driver of the vehicle, or both. — (Waters vs.
Metropolitan Street Railway Company, 85 New York' Suppl, 1120.)
September 3, 1904.]
STREET RAILWAY JOURNAL.
347
NEW YORK.— Street Railways— Collision with Wagon— Evi-
dence— Exclamation of Motorman — Harmless Error — Dam-
ages— Injury to Wagon— Reasonableness — Evidence — Suffi-
ciency.
1. The statement of a motorman, after colliding with a delivery
wagon, that he "could not help it," is not admissible against the
railroad.
2. The statement of a motorman, after colliding with a delivery
wagon, that he "could not help it" does not tend to show negli-
gence, and its erroneous admission was not prejudicial error.
3. The sum expended by the owner of a delivery wagon for the
hiring of another wagon while his own is being repaired is a
proper element of damages for injury done to his wagon by col-
liding with a street car.
4. Testimony that plaintiff paid out $84 for the use of a delivery
wagon during the twenty-eight days that his own was being re-
paired, but that he thought that the usual rate was less than that,
though he did not know what it was, did not warrant a finding
that $84 was a reasonable charge, so as to establish a basis for
damages for injury to plaintiff's own wagon. — (Rogers et al. vs.
Interurban Street Railway Company, 84 New York Suppl, 974-)
NEW YORK.- — Carriers — Street Railroads — Personal Injuries —
Instruction.
The complaint in a personal injury action alleged that the acci-
dent occurred in C Street at or near the intersection thereof with
H Street. Plaintiff testified that at the time she attempted to get
on the car by which she was injured it stood waiting for her on
the north side of H street, but was contradicted in this testimony
by two of her own witnesses. The court was requested to charge
that, if the jury found that the car stopped at the north side of H
Street only, they must find for defendant. Held, that the refusal
to charge as requested was proper. — (Gold vs. Dry Dock, E. B.
& B. R. Co., 84 New York Suppl, 1018.)
NEW YORK. — Street Railways — Negligence — Car Leaving
Track — Evidence — Operation of Car — Measure of Care.
1. In an action against a street railway company for injuries, in
which plaintiff claimed that defendant's car, by reason of excessive
speed and mismanagement, and owing to uneven rails, jumped the
track at the point of the accident, and ran into the wagon on
which deceased was riding while the same was a safe distance
from the track, evidence that cars had been derailed at other times
and places on defendant's road, and under circumstances not
shown to be similar to those existing at the time of the accident,
was inadmissible.
2. In an action against a street railway company for death
alleged to have been caused by defendant's negligence in the oper-
ation of its car on a track along the side of a highway, an instruc-
tion that, though the defendant had the right of way, it was not
exclusive, and it was its duty to run its cars so that the safety of
other travelers should be protected, was erroneous, the railway
company being bound to exercise only reasonable care. — (Perras
vs. United Traction Company, 84 New York Suppl., 992.)
NEW YORK. — Street Railroads — Personal Injuries — Loss of
Clothing — Value — Evidence — Sufficiency.
In an action against a street railroad for personal injuries one of
the items of damage claimed by plaintiff was the loss of a suit of
clothes. The only evidence as to its value was the testimonyof
the plaintiff that he paid $35 for it. The only evidence as to its
condition after the accident was that it was "torn and dirtied."
Held, insufficient to prove the value of the clothes immediately
after the accident, or damages to them. — (Dunne vs. Interurban
Street Railway Company, 86 New York Suppl., 260.)
NEW YORK.— Street Railroads— Accident at Street Crossing-
Evidence — Question for Jury — Negligence — Contributory
Negligence.
Where the testimony of a person injured by a street car, that he
looked, and did not see its approach, before he started to cross the
street in front of it, is impeached by uncontroverted physical facts,
showing that the car was in plain sight, and that he therefore
either did not look at all, or did not look with care, his credibility
is not involved, so as to take the case to the jury.
2. Evidence in an action for personal injuries resulting from
being struck by a street car examined, and held insufficient to
show freedom from contributory negligence, and negligence on
the part of defendant. — (McKinley vs. Metropolitan Street Rail-
way Company, 86 New York Suppl., 461.)
NEW YORK. — Carriers — Injuries to Passengers — Time to Alight
— Evidence.
Where plaintiff was injured while alighting from a street car,
and her testimony that the car had stopped before she attempted
to alight, and that she was injured by the premature starting of the
car, was uncorroborated, and several disinterested witnesses testi-
fied that she attempted to alight before the car had stopped, and
was thrown down in so doing, a verdict in favor of plaintiff was
contrary to the weight of evidence. Laughlin, J., dissenting. —
(Andrews vs. Metropolitan Street Railway Company, 86 New
York Suppl., 338.)
NEW YORK. — Street Railroads — Injury to Horse — Expert Evi-
dence as to Value — Witnesses— Cross Examination.
1. A veterinary surgeon who examines a horse immediately after
it is injured by a street car, and testifies that he could not tell from
such examination whether it was in a sound and healthy condition
before the injury, is competent to testify as to its prior value,
though he did not see it before the accident.
2. In an action for injury to a horse by a street car, defendant's
witness testified that he saw all that happened; and later, that the
first thing he knew he heard the jingle of glass, and ran around
and saw a horse, and the horse was a little tangled up. On cross-
examination, plaintiff's attorney asked whether the witness had
not seen the car strike the truck; where the wagon was, in refer-
ence to the switch, and whether he did not see the collision
through the windows of the car. His answer showed that he ad-
hered to his statement that the first he knew of the accident was
hearing the glass jingle and seeing the horse tangled up. Held,
that a written statement made by the witness prior to the trial,
offered by plaintiff, and showing that he had seen the car strike
the truck, was not objectionable in evidence as in rebuttal of new
matter called out on the cross-exomination. — (Perine vs Interur-
ban Street Railway Company, 86 New York Suppl., 479.) [
NEW YORK.— Street Railroads— Collision with Truck— Imputed
Negligence — Contributory Negligence — Question for Jury.
1. Negligence of a truck driver, for whom plaintiff was not re-
sponsible, and with whom he was riding when injured in a col-
lision with a street car, could not be imputed to him, and would
not defeat his recovery for negligence of the motorman.
2. Plaintiff, a boy of nine years, was on the seat of a truck with
the driver, when they were struck by a car at a street intersection,
and he was injured. He apparently neither said anything to the
driver, nor drew his attention to the car, and made no attempt to
jump from the seat. There was evidence, however, from which it
might be fairly inferred that the truck reached the track in time
to pass in safety if the motorman had had the car under control.
Held, that his contributory negligence was a question for the
jury. — (Robinson vs. Metropolitan Street Railway Company, 86
New York Suppl., 442.)
NEW YORK— Personal Injury Case— Weight of Evidence.
Where plaintiff in an action against a street railway is the only
witneses sworn in her behalf, and defendant calls four witnesses,
three of whom are disinterested, and the fourth a former em-
ployee, all of whom contradicted the plaintiff, and testified to her
contributary negligence, a judgment for plaintiff is against the
weight of evidence. — (O'Neill vs. Interurban Street Railway Com-
pany, 86 New York Suppl, 208.)
NEW YORK.— New Trial— Imposition of Costs— Review— Mo-
tion for New Trial — Granting Motion — Failure to Take New
Trial — Appeal.
1. Where a verdict is set aside as against the weight of evidence,
costs should be imposed as a condition of granting the new trial,
even in a case of seeming hardship.
2. On appeal from a judgment the question as to the reason-
ableness of conditions imposed in an order granting appellant a
new trial, of which he did not take advantage on the ground that
the conditions were too onerous, is not reviewable.
3. A party who fails to- take advantage of an order granting him
a new trial has no ground for complaint on an appeal from the
judgment. — (Carter vs. Interurban Street Railway Company, 86
New York Suppl, 206.)
NEW YORK.— Negligence— Death of Child— Case Required.
In an action for the wrongful death of a child there can be no
recovery whether he was sui juris or 11011 sui juris, if he did not
exercise such care as was commensurate with his years and in-
telligence.— (Atchason vs. United Traction Company, 86 New
York Suppl, 176.)
NEW YORK.— Street Railways — Crossings— Injuries to Vehicle
— Question for Jury.
In an action against a street railway company for injuries to a
vehicle occurring by a collision on the south track of defendant's
road, witness for plaintiff testified that when the driver of the
vehicle got his horse on the south track the car was still standing
50 ft. or 60 ft. away, but the driver' did not testify that he looked
when he crossed the southerly track, and the evidence, so far as
he was concerned, showed that when he crossed the northerly
track he saw defendant's car standing still at the distance stated.
There was no evidence that the car was going rapidly before it
struck the carriage, but there was evidence that plaintiff's driver
was going very slowly. Field, that there was evidence for the
jury to consider as to whether or not the driver was guilty of
negligence in not looking again, and whether defendant was
34« STREET RAILWAY JOURNAL. [Vol. XXIV. No. 10.
guilty of negligence, and it was error to dismiss the complaint. —
(Rosenstock vs. Metropolitan Street Railway Company, 86 New
York Suppl., 104.)
NEW YORK.— Street Railways — Collision — Evidence — Contrib-
utory Negligence.
In an action against a street railway because of a collision be-
tween plaintiff's wagon and a car, the evidence for plaintiff showed
that when about 40 ft. from the track the driver saw the car about
a half block away, but drove on the track, not seeing the car
again until it struck the wagon. The defendant's motorman testi-
fied that the plaintiff's horses went upon the track about 10 ft.
ahead of his car, and a disinterested witness swore that the gong
was sounded, that the car was going at a moderate rate of speed,
and that the horses started to cross the track at a distance of only
8 ft. or 10 ft. ahead of the car. Held, that plaintiff was guilty of
contributory negligence. — (Levy vs. Metropolitan Street Railway
Company, 86 New York Suppl., 102.)
NEW YORK. — Street Railways — Negligence — Collision — Evi-
dence-— Sufficiency.
In an action against a street railway because of a collision be-
tween a car and plaintiff's vehicle a bystander testified to the
rapid movement of the car. Two employees of plaintiff, who
were in charge of the vehicle, which was a covered one with two
windows about 12 ins. by 9 ins. in the back, testified that as they
drove on the track in order to pass a truck they looked back
through the windows and saw no car; that just as they passed the
truck they turned off the track, but before the wagon cleared it, it
was struck from behind by a car. Defendant offered no evidence.
Held not error, on verdict for defendant, to deny plaintiff a new
trial — (Alexander vs. Metropolitan Street Railway Company, 86
New York Suppl., 212.)
NEW YORK.— New Trial— Grounds— Municipal Court Act.
An order setting aside a verdict, after reciting a motion on be-
half of defendant for such relief, on exceptions taken at the trial
and on the ground that the verdict was contrary to the evidence,
contrary to law, and for excessive damages, stated the granting of
the motion, and the judge in a memorandum, after citing authori-
ties, said that the verdict was set aside as against the weight of the
evidence. Held, that, although the memorandum stated as the
reason of the court's action a ground not expressly specified in
Municipal Court act (laws 1902, p. 1563, chap. 580), sec. 254,
enumerating the grounds for such relief, yet the memorandum
was no part of the record, and the order itself recited causes for
the vacation of a verdict expressly enumerated in such section. —
(Newbound vs. Interurban Street Railway, 86 New York Suppl.,
68.)
NEW YORK. — Street Railways — Negligence — Injuries to Pas-
sengers— Evidence — Cross- Examination.
1. In an action against a street railway for injuries received by a
passenger while alighting from a car, where plaintiff's contention
that the car had come to a full stop before suddenly starting was
practically uncorroborated, his only witness refusing to swear that
the car had stopped, and defendant's claim that plaintiff en-
deavored to alight while the car was in motion was supported by
the testimony of five witnesses, three of whom were disinterested,
and whose testimony was strongly supported by the probabilities
of the case, a verdict for plaintiff was clearly against the weight
of evidence.
2. In an action against a street railway for injuries to a pas-
senger alleged to have resulted from a car suddenly starting while
he was alighting, defendant had a right to ask plaintiff, on cross-
examination, whether he knew that before he could recover he
must show that the car started while he was alighting. — (Kramer
vs. Metropolitan Street Railwav Company, 86 New York Suppl
34.)
NEW YORK. — Carriers — Street Railway — Injury to Passenger
in Alighting — Submission of Case to Jury — Appeal from Dis-
missal of Complaint — Scope of Review.
1. Evidence in an action by a street car passenger injured in
attempting to alight held too uncertain and contradictory to war-
rant submitting the issues of negligence and freedom from con-
tributory negligence to the jury.
2. On an appeal from the dismissal of a complaint at the end of
plaintiff's case the Supreme Court is not limited to reviewing the
ground assigned by the trial court for its action, but must examine
the entire record.— (Baker vs. Interurban Street Railway Com-
pany. 86 New Yo k Suppl.. 10.)
NEW YORK.— Street Railroads— Personal Injuries— Loss of
Clothing — Value — Evidence — Sufficiency.
Where one of the items in the bill of particulars in an action
against a street railroad for personal injuries for which plaintiff
claimed damages was the destruction of his clothing, evidence
merely that plaintiff paid $50 for it is insufficient to sustain, a
judgment for plaintiff including an assessment of damages at $50
for the loss of the clothing. — (Connolly vs. Interurban Street Rail-
way Company, 86 New York Suppl., 214.)
NEW YORK. — Passenger on Street Car — Action for Injuries —
Evidence- — Sufficiency — Instructions — Damages.
1. Evidence examined, and held sufficient to sustain a verdict
against a street railroad company for injuring a passenger when
attempting to get off a car.
2. In an action against a street railway company for injuries to
a passenger, claimed to have been caused by starting the car after
it had stopped and when she was about to' get off, the court
charged the jury, without objection, that the only question for
them to determine was whether, in getting off the car, plaintiff,
before she had an opportunity to alight, was thrown to the street
by a jerk caused by defendant's employees. Thereafter, at the
close of the whole charge, in response to a request by plaintiff to
further charge, the court stated that he would modify his charge,
and thereupon charged that if the jury found the car had stopped,
and that plaintiff was preparing to alight, and the car gave a start
or jerk before she had a reasonable opportunity to do so, unless
the start or jerk was satisfactorily explained by defendant, it was
guilty of negligence, and it was not incumbent on plaintiff to
prove what caused the same. Held, that this could not be treated
as a charge that, if the jury found that plaintiff's version of the
case was true, defendant was liable as a matter of law.
3. A verdict for $3,000 for seriously injuring a passenger on a
street car, causing her confinement in a hospital for nearly six
weeks, and leaving her with one leg permanently shortened, with a
stiff joint, was not excessive. — (Bente vs. Metropolitan Street
Railway Company, 86 New York Suppl., 86.)
NEW YORK. — Street Railroads — Personal Injuries — Trial —
Jurors — Misconduct — Evidence — Harmless Error.
1. An affidavit on which is based an application to set aside a
verdict, because of alleged misconduct of two jurors, to the effect
that after verdict was rendered the jurors stated to offiant, who
was a clerk in the office of plaintiff's attorney, that during the
progress of the trial they had inspected a gate on one of the de-
fendant's street cars, to ascertain whether the plaintiff's hand
could have been injured in the manner testified to by him, and that
such information influenced them in arriving at a verdict against
plaintiff, is hearsay.
2. The misconduct of two jurors, in inspecting a gate on one of
defendant's cars, to ascertain whether plaintiff's hand could have
been injured in the manner testified to by him, is harmless, where
the evidence indicates that the jury were justified in finding for
defendant, and there is nothing to show that a different conclusion
would have been reached had the inspection not been made. —
(Gans vs. Metropolitan Street Railway Company, New York
Suppl., 914.)
NEW YORK. — Imputed Negligence — Driver of Wagon — Co-
Servant.
Where employees of the same master, riding on a wagon, were
not engaged in a common enterprise, and the one injured in a
collision had no control over the driver, and did not assume to
influence him in a way leading to the accident, the court cannot
say as a matter of law that there was an imputation of negli-
gence.— (Ciufh vs. Metropolitan Street Railway Company, 84 New
York Suppl., 918.)
NEW YORK. — Street Railroads — Duty to Use Care in Running
Car.
The duty of a street railroad company to use care in avoiding
collisions extends not only to the duty of the motorman to see
that the front end of the car may pass safely, but also requires the
conductor or other person in charge of the car to watch for and
avoid obstructions the car may meet at any time before it has en-
tirely passed. — (Martin vs. Interurban Street Railway Company,
84 New York Suppl, 921.)
NEW YORK. — Witnesses — Credibility — Inconsistent Statement
— Admissibility — Consideration by Jury for Improper Pur-
poses— Motion to Strike Testimony Admissible for One Pur-
pose— Refusal — Evidence — Collateral Matters — Confidential
Relations — Physician and Patient — Extent of Privilege — Ob-
jections— Sufficiency to Raise Question — Persons Included —
Druggist — Refusal of Patient to Waive Privilege — Effect —
Right to Draw Inferences Therefrom — Requested Instruc-
tions— Erroneous Statement of Law — Effect- — Refusal to
Give.
1. In an action for personal injuries, defendant offered evidence
tending to show that no accident occurred, and that the ailments
complained of were due to syphilis, from which the plaintiff was
suffering. A physician called by plaintiff testified as to the nature
and extent of the injuries sustained by plaintiff by reason of the
accident, together with the results which flowed therefrom. Held,
that a certificate, signed by the physician, certifying that Anna D.
had been sick from syphilis and under his treatment, was admiss-
September 3, 1904.] STREET RAILWAY JOURNAL. 349
ible, as bearing on the credibility of his testimony, though plain-
tiff's name was Annie D , and though the physician testified that
the certificate did not refer to plaintiff, and that he knew that she
had never had the disease.
2. Where a written statement signed by a witness was received
in evidence as bearing on his credibility, the statement of the
court, on denying a motion to strike the statement from the
record, and for an instruction to the jury to disregard it, that he
would leave it to the jury to say whether the witness made the
statement, and whether it referred to anything connected with the
case, and would let the jury draw the inferences from it under all
the circumstances, did not authorize the jury to consider the state-
ment for any purpose beyond its bearing on the credibility of the
witness.
3. A motion to strike from the record a written statement was
properly denied where the statement was properly admitted in
evidence as bearing on the credibility of a witness.
4. In an action for personal injuries, defendant offered evidence
tending to show that no accident occurred, and that the ailments
complained of were due to syphilis, from which plaintiff was suf-
fering. A physician called by plaintiff testified as to the nature and
extent of the injuries, sustained by her by reason of the accident,
he having treated her for such injuries, and admitted making a
written statement to the effect that Anna D. had been sick from
syphilis and under his treatment, but testified that the statement
did not apply to plaintiff, whose name was Annie D.; that he did
not know to whom it referred; that he could not remember the
circumstances of making it, and that he knew that plaintiff had
never had the disease. Held, that evidence as to what other pa-
tients did, or what persons called on him, or what records he
kept, or as to whether persons suffering from such disease fre-
quently gave fictitious names, was collateral and inadmissible.
5. The testimony of a physician, limited to the identification of
plaintiff, to the fact that he had treated her, together with the
place and length of time of such treatment, did not disclose, or
have any tendency to disclose, any communication plaintiff made
to the physician, or he to her, within Code Civ. Proc, sec. 834,
prohibiting a physician from disclosing professional information
acquired in attending a patient.
6. The objection to the question asked a physician which called
for an answer as to whether certain prescriptions delivered by
him to a patient were in his handwriting, that it was immaterial,
irrelevant and incompetent, did not raise the objection that the
question was in violation of Code Civ. Proc. sec. 834, prohibiting
a physician from disclosing professional information acquired in
attending a patient, and therefore this objection could not be made
available on appeal.
7. Code Civ. Proc, sec. 834, prohibiting a physician from dis-
closing professional information acquired from a patient, does
not extend to a druggist who fills physicians' prescriptions, nor
does it preclude a patient receiving a prescription from divulging
its contents, and therefore a druggist filling prescriptions for a
physician's patient may testify to that fact, and indentify the pre-
scriptions so filled, which prescriptions may then be received in
evidence.
8. The refusal of a patient to permit a physician to testify, not-
withstanding Code Civ. Proc, sec. 834, prohibiting a physician
from disclosing professional information acquired from a patient,
authorizes the jury to draw inferences therefrom warranted by the
evidence.
9. As the statute only prohibits a physician from disclosing con-
fidential information acquired in attending on a patient where the
relation of patient and physician is established, and when the in-
formation was necessary tO' enable him to act in that capacity, a
requested instruction that, under the law, communications from a
patient to a physician were privileged and could not be given in
testimony except in a case of a waiver of the privilege, was
properly refused, being too broad a statement of the law. —
(Deutschmann vs. Third Avenue Railroad Company, 84 New
York Suppl., 887.)
NEW YORK.— Imputed Negl igence — Fellow Servants.
Tt cannot be said as matter of law that negligence of the driver
of an insurance patrol wagon in colliding with a street car is not
imputable to an employee of the insurance patrol riding to a fire
011 the wagon, on the seat with the driver, and ringing the bell —
(Adl er vs. Metropolitan Street Railway Company 84 New York
Suppl., 877.)
NEW YORK.— Imputed Negl igence — Fellow Servants.
Even if the negligence of the driver of an ice wagon, with which
a street car collides, can be imputed to one riding on the wagon
as a helper, he not having interfered in any manner with the
driving, the question having been submitted to the jury as a
question of fact, their finding in his favor should not be disturbed.
— (Murray vs. Metropolitan Street Railway Company, 84 New
York Suppl., 876.)
NEW YORK. — Street Railways — Injury to Teams — Contribu-
tory Negligence — Failure to Look.
One driving a milk wagon at a jog trot, the horse being under
perfect control, was guilty of contributory negligence in crossing
a street car track, when he had seen the car standing some 30 ft.
from where it struck his horse, without again looking before at-
tempting to cross. — (Cosgrove vs. Interurban Street Railway
Company, 84 New York Suppl., 885.)
NEW YORK. — Street Railroads — Injuries to Pedestrians — Neg-
ligence— Question for Jury — Extra Allowance — Objection —
Appeal.
1. In an action tor injuries to plaintiff by a street car as she
was crossing the track at a regular street crossing, held, that the
question of the motorman's negligence was for the jury.
2. Where defendant interposed no objection to plaintiff's mo-
tion for an extra allowance at the trial, the granting of such mo-
tion cannot be reviewed on appeal. — (Mulligan vs. Third Avenue
Railroad Company, 84 New York Suppl., 366.)
NEW YORK. — Street Railroads — Passengers Alighting — Duty
to Stop Car — Instructions.
An instruction that it was the duty of defendant to bring its
car to a stop, and allow it to so remain for a length of time "suffi-
cient" to allow plaintiff and her children to alight therefrom, was
not erroneous, though the law only required the car to stop a
reasonable time, where other instructions stated that only ordi-
nary care was required. — (Day vs. Union Railway Company, of
New York City, 84 New York Suppl., 560.)
NEW YORK. — Street Railways — Injury to Person Boarding Car
■ — Contributory Negligence.
Plaintiff, in an action for injury received in attempting to board
a street car, testified that the gate of the car was not fully opened
for reception of passengers, that it was open a little bit, and that
if he had seen the position it was in he never would have put his
hand there to get hurt. Held, that there was evidence for the
jury that he did not use reasonable care in attempting to board
the car, under the circumstances. — (Ganz vs. Metropolitan Street
Railway Company, 84 New York Suppl., 579.)
NEW YORK. — Street Railways — Negligence — Collision with
Pedestrian — Evidence — Contributory Negligence — Speed of
Car.
1. Plaintiff endeavored to push his cart across the street while
defendant's street car was within a distance estimated by wit-
nesses at from 15 ft. to the "width of 8 or 9 houses," and, ob-
serving the car, signaled the driver to slacken speed or stop, in
spite of which the car proceeded, striking and injuring plaintiff.
The driver admitted that he saw plaintiff and endeavored to stop
the car, but also testified that he could stop within 20 ft., and it
appeared that, though he applied the brake when 12 ft. or 15 ft.
from plaintiff, it did not stop until 20 ft. beyond the point of col-
lision. Held, that defendant was guilty of negligence.
2. In an action for injuries by collision with street car, evidence
held to show plaintiff free from contributory negligence.
3. In an action against a street car company for personal in-
juries, caused by defendant's car striking plaintiff as he was cross-
ing the street, evidence of bruises to the plaintiff's head was ad-
missible as showing the violence of the collision, and thereby
bearing on the speed of the car, although such injuries were not
specified in the bill of particulars. — (Greenbaum vs. Interurban
Street Railway Company, 84 New York Suppl., 588.)
NEW YORK.— Street Railroads— Collision— Contributory Neg-
ligence.
In an action for injuries sustained by a street car colliding with
the rear end of plaintiff's wagon while he was driving along the
track, evidence considered, and held to show contributory negli-
gence precluding recovery. — (Geleta vs. Buffalo & N. F. Electric
Railway, 84 New York Suppl., 629.)
NEW YORK. — Street Railways — Negligence — Question for Jury
— Care Required of Street Railway — Contributory Negligence.
1. Where, in an action against a street railway for injuries sus-
tained by one who, having alighted from a car, while it was still
standing passed behind it, and was struck by a car coining from
the opposite direction on the other track, plaintiff testified that he
listened for a bell, but did not hear one, while defendant's evidence
was that the bell was ringing, and that plaintiff ran into the car,
the question of negligence on the part of defendant was for the
jury.
2. A street railway is chargeable with notice that passengers,
when they alight from cars, are liable to cross to the opposite
side of the street, and over the adjoining track, and the obligation
is imposed upon the railway to exercise reasonable care in the
operation of its cars, having regard to such condition.
3. Where one who has flighted from a street car passes behind
350 STREET RAILWAY JOURNAL. [Vol. XXIV. No. 10.
the same, and, before stepping on to the other track, looks and
listens to see if a car is approaching from an opposite direction,
but does not see or hear one, he is not, as a matter of law, guilty
of contributory negligence in going on the other track. — (Reed
vs. Metropolitan Street Railway Company, 84 New York Suppl.,
454)
NEW YORK. — Appeal from Non-Suit — Favorable Inferences —
Street Railway — Passenger — Attempt to Board Car — Injury —
Case for lury — Contributory Negligence — Question for Jury.
1. Where a non-suit is granted at the close of plaintiff's case,
plaintiff on appeal is entitled to every fact that the jury could
have found from her evidence, and to all the favorable inferences
therefrom; and, if two inferences arise, one favorable and the
other unfavorable, only the favorable one can be considered.
2. Evidence in a suit by a passenger against a street car com-
pany for injuries received while attempting to board a car held
sufficient to take plaintiff's case to the jury on the issues of negli-
gence and contributory negligence.
3. Contributory negligence is generally a question of fact, and
it is only where it clearly appears from the circumstances, or is
proved by uncontroverted evidence, that the court can determine
the question. — (Benjamin vs. Metropolitan Street Railway Com-
pany, 84 New York Suppl., 458.)
NEW YORK. — Street Railroads — Injuries to Travelers at Cross-
ings— Contributory Negligence.
A traveler who crossed street car tracks at a crossing in such
close proximity to a southbound car that the motorman on the
northbound car could not stop the car before injuring him, and
who had opportunity to see the northbound car approaching, was
precluded, by contributory negligence, from recovering for the
injuries sustained. — (Schroder vs. Metropolitan Street Railway
Company. 84 New York Suppl., 371.)
NEW YORK. — Street Railroads — Injuries at Crossings — Con-
tributory Negligence — Instructions.
1. Plaintiff, a passenger on one of defendant's street cars, on
alighting therefrom at a crossing, passed behind it to cross the
other track, and while on the latter track she was struck by a car
traveling at the rate of 15 miles an hour, and which traveled about
100 ft. before it was brought to a stop after the collision. Plaintiff
testified that, as the car on which she had been a passenger pro-
ceeded, she looked both ways, and saw no car approaching,
though there was nothing obstructing her view, and that she then
attempted to cross defendant's tracks. Other witnesses in her
behalf testified that when she started to cross the tracks the car
that struck her was from 60 ft. to 100 ft. north of the crossing.
Held sufficient to go to the jury on the question of her contribu-
tory negligence.
2. An instruction, in an action in which there was conflicting
evidence, that there had been perjury in the case on one side or
the other, asking on which side, and whether the jury, out of the
conflicting testimony, some of it surely perjured, could feel that
they knew to any reasonable degree of certainty what the truth
was, and stating that if they did not their verdict should be for
defendant, was erroneous, because preventing the jury from recon-
ciling the conflicting testimony.
3. Where, in an action against a street railway company for
injuries sustained by a traveler at a crossing, plaintiff testified that
on alighting from a car at a crossing she looked in both direc-
tions, and saw no car approaching, and that while on the adjoin-
ing track she was struck by a car, and it was admitted that there
was nothing to obstruct her view, an instruction whether, in such
a situation, plaintiff could palm off on a jury the suggestion that
she did not see the car, and whether it was to be tolerated that in
an open field, with nothing in the way — an open street, in broad
daylight — a man, woman, or child, sui juris, should be permitted
to walk into a car so as to be hit thereby without the imputation
of negligence on his part, where there was no acceleration in the
speed of the car, was erroneous, as a virtual direction to the jury,
to find a verdict for defendant.— (Beers vs. Metropolitan Street
Railway Company, 84 New York Suppl., 785.)
NEW YORK.— Appeal— Negligence— Sufficiency of Evidence.
Judgment for plaintiff in an action for injury from the starting
of a street car while she was alighting after it had been stopped
on her signal will be reversed as against the weight of evidence,
she having no witness, and four apparently disinterested wit-
nesses, besides the conductor and motorman, testifying that, after
plaintiff had asked the conductor to stop the car, she, disregard-
ing his warning, alighted while it was in motion, and before it had
stopped. — (Clancy vs. Yonkers Railroad Company, 84 New York
Suppl., 789.)
NEW YORK— Street Railways— Collision with Team— Action
for Injuries — Evidence — Appeal — Prejudicial Error.
In an action against a street railroad for injuries from a collision
with plaintiff's wagon, plaintiff testified that he was disabled for
nine days, and then went to work; that while driving his horse
ran away, and he jumped (but there was no evidence that he was
injured); that he worked the two following days. He then testi-
fied, under objection, as not having been shown to be the result
of the accident, that he did no more work. The court charged
that plaintiff could only recover for the "direct consequences" of
the accident. Held, that defendant was not prejudiced by the
admission of the testimony excepted to.- — (Dunford vs. Interurban
Street Railway Company, 84 New York Suppl., 865.)
NEW YORK. — Street Railroads — Collision — Questions for Jury
— Measure of Care — Stopping Car — Error of Judgment.
1. A street car line passed over a narrow bridge. Plaintiff drove
on the bridge about the time a car entered on the other end. His
horse became frightened. The motorman did not slacken his
speed until near the horse, which swerved across the track and
was struck. Held, that whether the motorman exercised due care,
and whether the car was stopped as quickly as it could have been
after the danger of collision became apparent, were questions for
the jury.
2. The measure of caie to be exercised toward persons right-
fully in a street by a street railroad company operating cars there-
on is such reasonable care as an ordinarily prudent person would
exercise under all the circumstances.
3. Where a motorman using ordinary prudence erred in a mat-
ter of judgment as to stopping the car in time, or as to the method
of stopping it, it was not negligence for which plaintiff can re-
cover in an action for injuries by collision.
4. A motorman is not required to take any precaution against
frightening a horse on a highway, more than would be required
by the driver of any other vehicle. — (Adsit et al. vs. Catskill Elec-
tric Railway Company, 84 New York Suppl., 393.)
NEW YORK.— Street Railroads— Injury to Pedestrian— Contrib-
utor}' Negligence.
1. Where plaintiff's decedent was killed by a street railway car,
running at a high rate of speed, while crossing a track to catch
a car waiting for him, the conductor of which called upon him to
liurry if he wanted to get the car, the question whether decedent
was guilty of contributory negligence in passing diagonally across
the street, facing the approaching car, is a question for the jury;
it presented a question of fact, rather than one of law. — (Stillings
vs. Metropolitan Street Railway Company, 69 Northeastern Rep.,
641.)
NEW YORK. — Carriers — Street Railroads — Injuries to Passen-
gers— Damages — Evidence — Variance — Harmless Error —
Trial — Motion to Strike — Presumption of Negligence.
1. Plaintiff was injured from fire communicated to her feet and
dress while riding on defendant's street car by friction caused by
a contact between a wheel of the car and an iron plate over the
same, drawn together by the overcrowded condition of the car.
Shortly thereafter plaintiff suffered from nervous prostration, and
there was evidence that it was the result of the shock caused by
the burns. Held, that a finding that plaintiff's nervous prostra-
tion was the result of the injury, and was not occasioned by mere
freight, was not against the weight of evidence.
2. Where defendant railway company was organized by con-
solidation of the G. & S. and S. & M. Railway Companies, the
fact that the complaint in an action for injuries to a passenger
charged that the injuries occurred on the line operated by the
S. & M. Railway Company, while the proof showed that it was
in fact on the G. & S. Railway Company's line, did not constitute
a prejudicial variance.
3. Where, in an action for injuries to a passenger on a street car,
it was conclusively proved that the conductors of one of the con-
stituent railways forming defendant consolidated company were
on the cars, taking fares, error, if any, in permitting the introduc-
tion of reports by one of such amalgamated companies, tending
to show that it was operating the road, was harmless.
4. Where a complaint in an action for injuries to a passenger on
a street car charged negligence, in permitting the bearings on one
of the wheels to become overheated, a variance between such
allegation and the proof, which showed that the bearings were
not overheated, but that the plate over the wheel was overheated
by friction caused by the plate being pressed against the wheel,
which proof was made by defendant's witnesses, was not material.
5. Where some of the evidence given by a witness was proper for
the consideration of the jury, a motion to strike out all of this
evidence was properly overruled.
6. Where a passenger on a street car was injured by the over-
heating of a plate over a wheel by friction caused by the overload-
ing of the car, the heating of the plate raised a presumption of neg-
ligence on the part of the company. — (Powell vs. Hudson Valley
Railway Company, 84 New York Suppl., 337.)
NEW YORK.— 1. Street Railroads— Alighting from Car— Negli-
gence— Questions for Jury.
A street car conductor, after being notified of plaintiff's desire
to transfer, left the car just before reaching the place of transfer.
September 3, 1904.]
STREET RAILWAY JOURNAL.
35 i
Plaintiff was familiar with the locality, and knew where the cars
usually stopped for transfer. The car, on reaching the place,
stopped, and plaintiff started to leave it; but, it having started,
she remained standing until it stopped a second time. While at-
tempting to alight, it was suddenly started without any warning,
and she was thrown to the street. Plaintiff did not notify the
motorman of her intention to alight. There was nothing to in-
dicate that the car had stopped for any purpose other than the
transfer of passengers. Held, to require the submission to the
jury of the question whether plaintiff was negligent. — (Gillespie
vs. Yonkers Railway Company, 83 New York Suppl., 1043.)
NEW YORK. — 1. Personal Injury — Damages — Inadequate Ver-
dict.
A verdict of $171 for personal injury should be set aside as in-
adequate, the undisputed evidence showing permanent injury in
strength and working power, loss of work for four mounths at
$60 a month, and incurrence of liability for medical attendance
worth $250. — (Hurley vs. Metropolitan Street Railway Company,
83 New York Suppl., 1082.)
OREGON. — Street Railroads — Vehicles — Injuries to Drivers —
Minors — Care Required — Contributory Negligence — Instruc-
tions—Objections.
1. Where in an action for injuries to plaintiff's minor son, while
driving a light express wagon, in a collision with a defendant's
street car, all the instructions pertaining to defendant's negli-
gence were unexceptional, and not objected to, defendant could
not object to instructions on contributory negligence limiting
plaintiff's duty to the care a reasonably prudent minor of his age
would be expected to exercise, on the ground, that defendant
had no knowledge that the driver of the wagon was a minor,
and that its liability could not be made to depend on the driver's
capacity from considerations of his age
2. In an action for injuries to plaintiff's minor son, 15 years
of age, caused by collision with a street car as he was driving
a delivery wagon across the tracks, it could not be said, as a mat-
ter of law, that he had arrived at man's estate, in judgment, pru-
dence and forethought, so as to be liable for the exercise of the
same degree of care as an adult.
3. In an action for injuries to plaintiff's minor son in a colli-
sion between a delivery wagon which he was driving and a street
car, the evidence as to his acts just prior to the collision was con-
flicting; defendant claiming that after the horse and all of the
wagon except the hind wheels, had crossed the tracks, the driver
suddenly stopped and turned the horse to the right, so that a col-
lision occurred before the car could be stopped, while the driver
testified that before attempting to cross he stopped, and looked
and listened for a car, and, seeing none, started to cross the track
at a slow walk, and that, before the hind wheels of the wagon
got across, it was struck by a car approaching at a high rate of
speed. Held, that it was proper for the court to submit the
driver's contributory negligence to the jury under instructions
limiting the degree of care required of him to such care as a
minor of his age, capacity and understanding would usually exer-
cise under the same circumstances. — (Dubiver vs. City & Subur-
ban Railway Company, 74 Pacific Rep., 915).
PENNSYLVANIA. — Carriers — Injury to Passenger — Negligence
— Presumptions — Evidence.
1. Where a passenger on a street car is injured without fault
of his own by a collision not due to any defect in the car on
which he was riding, but by a broken appliance in the car that
ran into it, there is a legal presumption of negligence to be re-
butted by the carrier.
2. When a passenger on a street car, in a well-grounded fear
that a collision was about to take place, which would result in
serious injury, jumped from the car, the presumption of negli-
gence on the part of the carrier arises because of the injuries re-
ceived.
3. A street car company is not negligent, as a matter of law,
because it runs two cars toward each other on the same track.
4. A carrier of passengers is required to exercise the highest
degree of practical care which is consistent with the mode of
transportation adopted.
5. A physician testifying in a personal injury case as to the per-
manent character of the injury, may be asked whether it will
prevent plaintiff from performing her ordinary labor. — (Palmer et
al., vs. Warren Street Railway Company, 06 Atlantic Rep., 49.)
PENNSYLVANIA. — Injury to Employee — Assumption of Risk.
1. Plaintiff sued to recover for the death of a motorman, caused
by a collision between the decedent's car, running 12 miles an
hour, and a work car which was standing at a curve in the road.
Defendant's road had but a single track, and the movements of
the work car could not be regulated by a fixed schedule, but there
was no danger in its use that could not be avoided by reasonable
care by the motorman. Deceased had been in the service of the
company for several years, during all of which time the work, gar
had been in use. Held, that he assumed the risk resulting from
the presence of the car on the track. — (Nelson vs. Oil City Street
Railway Company, 56 Atlantic Rep., 934.)
PENNSYLVANIA.— Street Railroads— Injury to Child— Con-
tributory Negligence of Motorman.
1. The measure of responsibility of a child for contributory neg-
ligence is the average capacity of others of the same age and ex-
perience, and his responsibility also depends on the character of
the danger to which he is exposed; and the question is generally
one for the jury, unless the facts are clearly settled, and there can
be no reasonable doubt as to the inference to be drawn.
2. Evidence in an action for injuries to a boy seven years and
eight months old, on a street car, considered, and held a question
for the jury whether the motorman was negligent in permitting
the boy to ride on the front platform.
3. In an action for injuries to a boy seven years and eight
months old, it was proper to decline to submit the question of his
contributory negligence to the jury, where he went on the front
platform of a street car to tell the motorman where he wanted
to get off, and either fell or jumped off the platform and was in-
jured.— (Parker vs. Washington Electric Street Railway Com-
pany, 56 Atlantic Rep., 1001.)
PENNSYLVANIA.— Injury to Employee— Contributory Negli-
gence.
1. Where a motorman, on reaching a street crossing with his
car, failed to look for an approaching car, and a collision resulted,
he was guilty of contributary negligence, preventing recovery. —
(Bobb vs. Union Traction Company, 55 Atlantic Rep., 972.)
RHODE ISLAND.— Negligence— Leading Horse in Street— In-
jury by Animal — Liability of Owner.
1. The owner of a horse which, while being led in a street,
inflicts an injury by kicking a passer-by, is not liable, in the
absence of a showing of knowledge by him of vicious propensities
or previous kicking. — (Eddy vs. Union Railway Company, 56
Atlantic Rep., 677.)
1 ENNESSEE — Street Railroads — Injury — Negligence— Con-
tributory Negligence — Evidence.
1. Evidence in an action for the negligence of defendant in
so operating its street car as to frighten the horse on which plain-
tiff was riding and cause it to throw him. Held, sufficient to sup-
port a verdict for plaintiff.
2. Where it reasonably appears to a motorman in control of a
street car that a horse has become unmanageable through fright,
and is placing some one in danger, it is the motorman's duty to
stop sounding his gong and stop his car, whether at the usual
stopping point or not, to prevent an injury, and his failure to do
so renders the company liable for resulting injury.
3. Whether a person riding a young and skittish horse, which
showed fright on approaching a street car! was guilty of negli-
gence in not turning at once off the street on which the car was
running, was a question for the jury. — (Knoxville Traction Com-
pany vs. Mullins, 76 Southwestern Rep., 890.)
TEXAS. — Carriers — Injury to Passengers— Negligence— In-
struction.
1. A charge that if the jury believe that plaintiff attempted to
alight from a car after it had stopped, etc.. is not objectionable
as assuming the fact to be that the car had stopped when she
attempted to alight.— (San Antonio Traction Company vs. Welter,
77 Southwestern Rep., 414.)
TEXAS.— Master and Servant— Injuries to Servant— Negligence
— Assumption of Risk.
1. Where a servant, ordered to assist in handling a wooden
beam with inadequate assistance, was ignorant, by reason of his
inexperience, of the weight of the beam, and the number re-
quired to safely handle it, and the master was charged with a
knowledge of the danger of the undertaking, the master was lia-
ble for the injuries received by the servant while assisting in hand-
ling the beam
2. A servant ordered to take a certain number of men with him
and go to a certain place and get a wooden beam, who knew of
the weight of the beam and the number of men required to handle
it with safety, assumed the risks arising from undertaking to
handle it with inadequate force. — (San Antonio Traction Co. vs.
De Rodriguez. 77 Southwestern Rep.. 420.)
TEXAS. — Street Railways — Negligence — Instructions — Evi-
dence— Prejudicial Error.
1. Where in an action against a street railway for injuries sus-
tained by plaintiff owing to his horse having been frightened by
a car which ran upon a bridge at an unlawful speed, there was no
evidence, except the fright of the horse on the occasion of the
accident, which tended to show that the horse was fractious,
an instruction that if the plaintiff was driving a fractious horse
he was guilty of negligence was prejudicial error. — (Romine vs.
San Antonio Traction Company, 77 Southwestern Rep., 36.)
352
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
LONDON LETTER
{From Our Own Correspondent.)
It is stated that the directors of the North-Eastern Railway Com-
pany, who have quite recently completed the electrification of sev-
eral of the branch lines on the north bank of the River Tyne, have
now decided to similarly equip their Newcastle and South Shields
line, which traverses a thickly populated area on the south side of
the river.
It is rumored also that the main line of the North-Eastern Rail-
way is to be shortly electrified between Newcastle and Darlington, a
distance of 38 miles. This section of line forms a part of the East
Coast route to Scotland, and, in addition, carries the immense coal
and freight traffic to and from the Durham coal fields, being com-
posed of from three to eight sets of rails. The system to be
adopted is the overhead wire — as against the "live" rail now used on
Tyneside — and the necessary power is to be derived from a local
private company.
The Bury Corporation tramway committee has reported that an
agreement has been practically arrived at and terms arranged for
the through running of both Salford and Bury tram cars over por-
tions of the systems owned by both corporations. It was also re-
ported that the award in the recent arbitration between the old
Steam Tramway Company and the local authorities was ready and
that the Town Clerk of Bury had been instructed to take it up for
llie authorities.
The new municipal electric tramway service at Northampton was
recently inaugurated by the Mayoress, when a procession of electric
cars containing members of the Town Council and others proceeded
through the town amid rejoicings. The corporation purchased the
system from a local company for £37,500, and converted it from a
horse-drawn to an electric system at a cost of an additional £85,000.
The new trams run on -about 9 miles of permanent way. J. G.
White & Company were the contractors for the permanent way, the
International Engineering Company for the power plant, Dick, Kerr
for the cars, the Brush Company for the overhead construction,
and Siemens Brothers for the feeders.
Jan. I next is the date fixed by the chairman of the District Rail-
way Company for the opening for electric traffic of "a considerable
portion" of the line. A little later he hopes to see the whole of the
company's system wearing quite a new garb. With electric traction
and zone fares, a new era of popularity should dawn for the Dis-
trict Railway, and there is not much doubt that the cost of the
change will be small in comparison with the financial benefits to be
gained from it, which should quickly accrue when the public find
out the increased comfort and the absence of the stifling fumes
which have been tolerated too long.
The Leeds Corporation tramways committee is considering a sug-
gested agreement for the running of through cars between Leeds
and the districts of Rothwell and Wakefield. Some time ago the
Wakefield District Light Railway Company wrote to the Corpora-
tion asking that, in view of the construction of lines which covered
a large area, some facilities should be granted to enable through
running to take place to Leeds by its cars, and to its territory by the
Corporation cars. To enable this to be carried out, the company
explained that it had adopted standard-gage track, and that in
other respects its equipment would be of an up-to-date character.
The Leeds tramways committee had a conference with the
directors of the company, at which the principle was laid down that
the receipts earned in each district less working expenses should be
paid by the operating or running body to the owning authority.
At two points in the construction of the underground shallow
tramway from Holborn to The Strand the Greathead shield will be
used to drive the tunnel. The shield work at The Strand end is not
yet begun, but at the Holborn entrance it is being pushed steadily
forward from the south side. The subway, except at stations, is
?o ft. wide, with a maximum height from invert to intrados of 16 ft. .
the arches having five rings of brickwork. The cast-iron tubes will
be 15 ft. 10 ins. outside diameter; pipe subway, 12 ft. broad by 8 ft.
high ; vaults under pathways, 12 ft. long by 8 ft. high ; sewers, 4 ft.
fi ins. by 2 ft. 8 ins., with blue brick invert, with branches every 30
ft. under the vaults. The wood paving of the road will be 6 ins.
thick, and the footpath will be paved with 3-in. York flagging.
There is a pipe subway running right along the Strand from the
Gaiety to the Law Courts. The subway on the south side of
Aldwyeh runs into this at the two ends and crosses under the new
road at Catherine Street on the west, and near Houghton Street on
the east. These two crossways join the subways which are formed on
each side of Kingsway. and which turn right and left at the junction
with Aldwyeh, and so form the subways on the north side of that
street. The tramways will be laid down on the conduit system, but
the tunnel will not be large enough to accommodate a car with seats
on top, and. in consequence, all cars will have to be single-deck.
Therefore, passengers will have to change cars at Theobald's Road,
unless all the electric cars for the North London lines running to
this point are made single-deckers, which does not appear likely.
The extra cost of making the tunnel large enough to admit double-
deck cars would have been very great, and the Council, which has
already incurred a great deal of blame for equipping its lines with
the more expensive conduit system instead of with the overhead
trolley wire, did not feel able to undertake the tunnel of greater
cost.
In view of the stage now reached by Leith Tramways provisional
order, under which the Town Council proposes to acquire and re-
construct the present horse tramway system in the burgh, the tram-
ways committee of Leith Town Council has appointed a sub-com-
mittee to make inquiries regarding all systems of traction. It is
expected that the sub-committee will report to the tramways com-
mittee early in September.
At the recent half-yearly general meeting of the proprietors of
the Great Eastern Railway, Lord Claud John Hamilton (chairman
of the company) stated that they had as yet committed themselves
to no schemes regarding the electrification of their lines, but they
were now watching the development of that portion of the Lanca-
shire & Yorkshire Railway between Liverpool and Southport, which
was now worked by electrical traction, and they also thought it ad-
visable to go to France and see there whether there was anything
for them to learn in regard to the working of some of the French
railways. Accordingly, in the month of May, accompanied by the
general manager and other principal officials, he went to Paris, but
they came back thoroughly satisfied that there was nothing in what
they had seen, though a great deal of it was commendable, that
would prove of use to the Great Eastern Railway. They were,
therefore, continuing the policy of holding their hands until they
found something they could recommend to the shareholders with
full confidence.
The first section of the scheme of the Metropolitan Electric Tram-
ways, Ltd., to intersect the northern suburbs of London has now
been opened. It is some 5 miles in length and extends from Fins-
bury Park, along Seven Sisters Road, to Tottenham High Road.
At Manor House it branches off to Wood Green. On both of these
routes there has been very heavy traffic for many years. In this
district last year the company's passengers numbered 14,000,000.
The fare from Finsbury Park to Wood Green terminus has been
reduced from 3 halfpence to a penny. Altogether about 50 miles of
electric tramways and light railways are to be constructed. As the
result of an alliance between the Electric Tramways, Ltd., and the
North Metropolitan Tramways Company, which leases from the
London County Council the system within the county, junctions are
effected at several points with the new lines, which are also fed by
the Great Northern Railway and the Great Northern & City Tube
at Finsbury Park. Work is now in progress on the Great North
Road from Highgate Archway to North Finchley and on the Edg-
ware Road from Cricklewood to Edgware. The station which sup-
plies the lines in the Wood Green and Tottenham districts is at
Brimsdown, about 3 miles east of Enfield. The Cambridge main
line of the Great Eastern Railway is close at hand, and the Lea
navigation, on the edge of which the station is placed, affords facili-
ties for the carriage of coal, which is lifted straight from barges by
an electric crane, as well as a plentiful supply of water for con-
densing purposes, etc. Steam is supplied by Babcock & Wilcox
boilers, with automatic chain grate stokers fed by coal, which is
lifted by an electrically driven conveyor to overhead bunkers and
automatically weighed before it enters the furnaces. The chimney
stack. 125 ft. high, is made of steel rings lined with fire-brick
throughout. The generating plant now installed consists of two
1000-kw alternators, each driven by a Parsons turbine and delivering
a three-phase current with a voltage of 10,000 and a frequency of
50. A third generator of the same capacity is being erected, and
there is room for others in the present building, which has been de-
signed so that it can conveniently be enlarged when necessary. The
high-tension current generated here is conducted by duplicate sets of
cables to sub-stations already erected or being erected at Edmon-
ton, Wood Green, Finchley and Henden, where by rotary trans-
formers it is converted down to continuous current at 550 volts for
use on the tramways. Although established primarily for supplying
the current required by the Metropolitan Electric Tramways, this
power station is available for the supply of electrical energy for
power purposes over a large area of Middlesex and Herts, including
24 miles of the Lea navigation, along which there is plenty of land
for the erection of factories, which would enjoy the advantages of
water transit. Local authorities within that area will also have the
opportunity of buying power "in bulk" for their electric lighting at
prices probably much lower than they could make it for them-
selves.
The report of the Barry Railway Company states that the direc-
tors have had before them the question of the electrification of the
September 3, 1904.]
STREET RAILWAY JOURNAL.
353
line, and have sent a committee to inspect lines worked by electricity.
After careful consideration, they have come to the conclusion that
"under present conditions the application of electrical power to rail-
ways which deal with a heavy mineral traffic is impracticable." They
have, however, let a contract for two-motor coaches, which they
think can work economically on parts of the Barry line.
At a recent meeting of the Surrey County Council at Kingston
the Kew-bridge joint committee reported that the London United
Tramways, Ltd., had intimated that they intended to promote a
bill in the next session of Parliament seeking powers to construct
electric tramways over the new King Edward VII. bridge at Kew.
The joint committee was of the opinion that the use of the over-
head trolley system on the bridge and approaches should, if possible,
be avoided. A resolution to this effect and stipulating that the
tramway company should pay an annual rental of £2,000 for the
use of the bridge was passed.
At the half-yearly meeting of the London, Tilbury & Southend
Railway Company the chairman said, with regard to the question of
electrical traction, the directors recognized that it would be neces-
sary for the proper development of the traffic that this system of
traction should be installed as an alternative means of working from
the point where the Whitechapel and Bow Railway joined the Til-
bury Railway at Campbell Road, Bow, to a point at or near Barking.
Accordingly, steps were being taken with the object of adapting this
portion of the railway for electrical traction, so that it might be
ready for use at the time when the new mode of working was
brought into operation on the Metropolitan and the District Rail-
ways. The company fully hoped to get the electrical system in
operation as far as East Ham in the early part of next year — when
the District Company would be ready for it.
When recently the Torquay tramways bill was read a third time
in the House of Lords, Lord Clifford, of Chudleigh, moved to in-
sert the following new clause : "If at any time it be proved that
any injury or damage to any mains, pipes or apparatus of the Cor-
poration or the Torquay Gas Company shall have resulted from the
use of electric current on any of the tramways authorized by this
bill, nothing in the bill shall relieve the company from liability to
make compensation for such injury or damage." There were, he
said, special circumstances in this case which led the committee be-
fore whom the bill went to believe that substantial justice would
only be done by the insertion of this clause. The system adopted
in this case (the Dolter system) had never before been tried in this
country, and on that ground alone the Torquay Corporation were
justified in asking for a guarantee against loss other than that re-
quired by the regulations of the Board of Trade, which were drawn
up when this particular system of traction was not contemplated.
Lord Balfour, of Burleigh, and other Lords, however, maintained
that the insertion of the proposed clause would be disastrous to the
precedents which had governed these questions for a number of
years, and it was negatived without a division, and the bill was then
passed.
The Huddersfield Corporation has just completed all arrange-
ments for a most interesting experiment on its tramways. Some
time ago the tramways committee was approached by Martin, Sons
& Company. Ltd., manufacturers, of Wellington Mills, Lindley,
with the object of securing a light railway service to carry coal from
the Hillhouse Railway siding to the works of the company at Lind-
ley. The negotiations proceeded, and the result was the entering
into a seven years' agreement for the Corporation to carry all
Messrs. Martin's coal, and the work of constructing the necessary
permanent way to connect the two points was commenced. The
tramways committee will restrict the hours of haulage to slack hours
in the morning passenger traffic, and none will be carried in the
afternoon. The committee have done wisely in entering into a
definite agreement, as the income from the new service is thus
secured. It is probable that other large consumers of coal will enter
into arrangements with the Corporation for a similar service. The
distance to be traversed by the trucks from the Hillhouse siding to
Messrs. Martins' mill is about 3 miles. The trucks will be in charge
of a motorman and a conductor. Leeds is proposing to obtain
powers to enable it to follow the example of Huddersfield, whilst
other towns are showing a keen interest in the experiment.
Tt is satisfactory to be ahle to record that after a most stubborn
resistance the Newcastle Corporation has evidently seen the error
of its ways and has now entered into an agreement with the Tyne-
side Tramways Company whereby running powers over its lines are
granted to the company with mutual benefit to corporation and com-
pany and much satisfaction to the people of the vicinity. It will
be a lesson doubtless to other corporations that tramways are run
for the interests of the people, and that Parliament will not tolerate
any narrow-minded policy on the part of corporation officials, who,
after all, are, what they seem to occasionally forget, public servants.
The substance of the agreement is that the Corporation is to run a
service of cars to Park Road, Wallsend, on both the high and low
routes, the Corporation to pay to the company four-fifths of a half-
penny for each passenger carried in Wallsend, the amount to be re-
duced in respect to workmen and children. The Corporation is not
to charge more than a half-penny per half mile, but no fares
to be less than a penny. With regard to the Willington Quay
and North Shields traffic, the company to rim a car between
Shields and Stanhope Street, or some point on the route west of the
center of the city, and vice versa every sixteen minutes, the Corpora-
tion to retain the whole of the receipts taken on account of pas-
sengers carried in Newcastle, less twopence per car operating costs
to be paid by the company. With regard to the Gosforth Park race
traffic, the Corporation is to have the sole control of the line on
those days, paying to the company seven-seventeenths of the special
through fare charged from the Central'Station to Gosforth Park for
every passenger carried. With regard to the Gosforth Park ordi-
nary traffic, the Corporation is to run such service as the traffic may
require. The cars used by the company in the city are to be as far
as possible free from advertisements. A. C. S.
PARIS LETTER
(From Our Own Correspondent.)
The Midi Railway Company is about to build a new line uniting
Villefranche to Bourg Madame, in the Eastern Pyrenees. The
length of the line is 57 km, and there is a constant rise during the
first 32 km amounting to 1050 meters above starting point. The
grades, however, do not exceed 6 per cent. Over the next 25 km
the line descends some 500 meters. It is proposed to apply electric
traction, waterfalls being available in the district for generative pur-
poses. Single-phase traction is proposed as an alternative to the
usual direct-current 500 volts, and this may be installed in view of
the small number of stops, some eighteen over the entire distance.
In case single-phase traction is adopted, the voltage would prob-
ably be about 3000 volts, collected from an overhead trolley line.
No tenders have yet been accepted, and the Midi Railway Company
is open to receive offers for twelve equipments for use on this line.
The new extension of the Orleans Railway Company, the elec-
trical equipments of which were described in last month's issue, has
cost the railway company a sum of over $5,000,000, of which about
$r, 000,000 represent the cost of the generating machinery of the
electric extension; $700,000 has been spent on the acquisition of
land and new stations, and tracks have cost about $300,000.
The modern tendency in France and on the Continent is to adopt
American practice regarding end exits from cars both for inter-
urban and main railway lines. It is therefore causing some little
surprise that the American is now going back on his practice, as
witness the new car used on the Illinois Central, described in a
recent issue of the Street Railway Journal, which car has a
number of lateral doors instead of the usual end exits.
The P. L. M. Railway Company has had in service since 1903 an
interesting apparatus for the mechanical drilling of ties and also for
the ballasting of the track. This consists of an electrogene group
capable of running on the ordinary tracks, and also supplied with
portable tracks allowing it to pull itself off the track at any stopping
place, ready for operation. There is a small cable transmission and
portable drill for boring the ties ready for the ties. The rate of
work compares well with hand labor. It requires gl/2 minutes for
two drills to drill for and pose 200 ties complete over a length of
single track 18 meters. Hand labor necessitates 4 minutes to
merely withdraw 100 ties over the same length of track, allowing
two men for the work. As regards the ballasting and cushioning of
ties, the machine worked over some 7000 ties during 1903, and it is
calculated that seven times the cost of the work would have to be
expended for the same done by hand. The use of this apparatus is
to be extended largely over the P. L. M. system.
With the approach of the completion of the Simplon Tunnel
scheme, to be opened probably within the next eighteen months,
attention is being directed to the necessity for boring a tunnel be-
neath Mount Blanc, connecting France and Italy. The scheme is by
no means a new one, it having been mooted as long ago as 1875, and
has been shelved by successive governments ever since. The tunnel
would be a comparatively easy undertaking, and the length is only
about 6 km, the cost being much less than that of the Simplon. It is
thought that the opening of the Simplon will force the project into
view, and there seems a good chance of the matter being taken up
seriously.
Attention has now and then been directed to the large utilization
of non-navigable streams, both in France and Italy, for the gener-
ation of power. Statistics recently issued show that in France
alone there exists some 4600 small stations utilizing 4000 falls of
non-navigable streams, giving some 500 hp. In addition, there are
some 1500 stations using navigable rivers collecting 86,000 hp. The
power of the former stations varies from the highest figure of 37,000
354
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
hp for 1050 works in one department downward, there heing ten
departments with an output of 10,000 hp and above.
The Association des Industriels de France announce an interna-
tional competition for an instrument which will indicate the state
of load of an electric conductor. Such an instrument is for the use
of all those who have to work on or in proximity to electric cabling
to allow them to discover in a practical manner that no risk is run
by touching the wiring. The conditions are that the instrument
must be strong, easily carried and handled and giving sure readings
in all circumstances and at all states of the weather, etc. No acci-
dent must happen to the instrument when placed directly or indi-
rectly in contact with one or several live conductors. The instru-
ment must be available for direct or alternating currents, low or
high pressure, overhead or underground conductors. The appa-
ratus will remain the property of the inventor, who should take the
necessary steps to protect the invention. The apparatus should be
sent, together with description and drawings, to the president of the
association, 3 Rue de Lutece, Paris, before the end of this year, and
the prizes will be distributed before June 1, 1905. The first prize
will be f. 6,000.
The electrical situation in Italy, which, like the rest of Europe,
has suffered a general depression, is now looking up, having attained
the maximum of the crisis about the middle of 1903. Since that
date the Allgemeine Elektricitats and Thomson-Houston concerns
have amalgamated, as we have already announced. Now comes
news of the amalgamation of the next important firms of Italian
origin, viz. : the Electrical Company and the combination already
two years old, of Gadda, Brioschi, Finzi & Company. The capital
is f. 7,000,000. Beyond the firms above mentioned and the Siemens-
Schuckert and Brown Boveri concerns, there are no important
Italian electrical firms. The industry appears to be about to take a
new lease of life, and several rather important schemes are in view.
Among the principal which may be resumed is the application by the
firm Turletti-Erba, of Milan, for a concession of 25 cu. m. per
minute from the river Olio, in the district of Valcamonica, pro-
ducing with a fall of 50 meters over 13,000 hp, to be applied for in-
dustrial uses, including in large part electric traction. The length of
the canal is to be 6 km, with an extension to join another fall 3 km
away, of 82 meters, so as to give a total force of 27,000 hp. The
estimates for this work are 3,200,000 lire ($640,000). Among the
installations approaching completion is that of Corti & Company at
Zogno, giving 6000 hp for industrial purposes in the Monza district
The general remarks above regarding Italv also apply in some
measure to Spain
A new company Jias been formed by two Belgian firms for the
taking up of the abandoned concession for tramway and lighting of
the town of Belgrade, in Servia. The power station on the Danube
includes seven steam groups capable of giving 2000 hp output. The
present horse tramways are at present being transformed.
TRANSFER FRAUDS ON BOSTON & NORTHERN
As a result of an investigation by the State officers and the in-
spection department of the Boston & Northern Street Railway
Company, four of the conductors are under arrest on the charge of
larceny. For sime time the officers of the company have noticed a
shortage in their receipts, and the inspection department has been
at work investigating the matter. It is said that the system had
been worked out to a nicety by the ringleaders, but that some of
the underlings had blundered. Perfected to a working basis, the
system was worked in this way.
A conductor of the Boston & Northern, running between places
which may be called A and B, had the privilege of giving transfers
from the town line at the terminus of his road to the town line
where the conductor of the connecting car would take up fares.
The conductors gave transfers to passengers, but also, it is said,
supplied each other with blocks of twenty-five and fifty. When the
day's work was ended, according to the company's lawyer, they had
all of these transfers rung up on the cash fare indicators of their
cars.
Several months ago the officials of the Boston & Northern found
that their conductors had a clever scheme of forging 8-cent checks.
The men were allowed some leeway, and arrests and convictions
came later. In most cases, however, the companv was content with
discharging the guilty men. The peculations at that time ran into
the thousands, but the company thought that a few examples of
stringent measures would be sufficient to check further dishonesty
on the part of its employees. Since this transfer swapping case has
come to light, the officials say that nothing short of prosecution for
larceny and letting the law take its full, course will satisfy them.
They consider that their duty to the public demands such action on
their part.
NEW YORK, NEW HAVEN & HARTFORD IMPROVEMENTS-
ELECTRICITY OUT OF NEW YORK
The most important announcement made in railroad circles in the
East for some time is that just issued by the New York, New
Haven & Hartford Railroad Company regarding plans it has
worked out for expending $8,000,000 for improved rapid transit in
Bronx Borough, New York City and that part of Westchester
County lying along the Sound. It is proposed to "six-track" the
Harlem branch of the road, running from the Harlem River at
Willis Avenue and 133d Street to New Rochelle. This work
awaits only the formal approval of the State and city authorities.
The directors of the road are now considering a further plan for a
branch from West Farms along the Bronx Valley to Woodlawn,
in the southern part of Mount Vernon. It is proposed to make a
connection with the lnterborough system at West Farms, and it
is the plan eventually to give a through service from the Battery,
N. Y., to New Rochelle and Mount Vernon.
The money for the improvements is to be raised by an issue of
$15,000,000 of bonds, the balance being devoted to the repayment
to the New Haven of money advanced in the last thirty years on
account of the Harlem River & Port Chester Railroad, the titular
owner of the Harlem branch of the New Haven. The New Haven
has been without bonded indebtedness, so that the announcement
of the proposed bond issue will interest financial circles. The bonds
have been underwritten at a premium.
Of the six tracks from the Harlem to New Rochelle, four will
be electrically equipped with the third-rail system, and two will be
left for the use of steam trains. Two of the electric tracks will
be for express trains, running every fifteen minutes, and the other
two for local trains, with the same headway. The two tracks to
be used for steam will not only handle the freight, but will be the
outlet for the New York Connecting Railway, running from the
Harlem over Randall's and Ward's Islands to Astoria, where a con-
nection with the Pennsylvania Railroad will be made. Trains from
the South and West will then run over the Pennsylvania tracks
through the tunnels under New York to Long Island City, thence
over the Connecting Railway out over the Harlem branch through
to Boston and the East.
The formal application to the Railroad Commissioners shows
that the present estimate of the cost of the improvements is $7,701,-
891, but it is expected that this will be exceeded. According to
Chief Engineer C. M. Ingersoll's report, the cost of "six-tracking,"
eliminating grade crossings and constructing new stations, will
amount to $4,825,891. B. F. Simmons, of Boston, assistant chief of
the electrical department of the road, estimates the cost of this
branch of the work at $2,876,000, distributed as follows:
Seventy cars equipped with electricity complete $750,000
Four third rails with top protections, and bonding surface
rails with necessary marine cable at drawbridges. .. ;. . 415,000
Feed wire, high-tension wires and pole line complete. .. . 336,000
Two sub-stations (with electrical apparatus) 280,000
Power house with all material 920,000
Car house 100,000
Sundries 75,000
Total $2,876,000
The cars will be of standard construction, of the latest design,
similar to those to be used by the lnterborough Rapid Transit Com-
pany, operating the elevated and the subway lines in New York;
and it is expected that they will be run over the lnterborough lines
down town if the traffic proves large enough.
New Rochelle and the towns beyond, the promise is, shall have
double service over the branch and main line, while Mount Vernon
shall have the proposed branch to West Farms, giving direct con-
nection with the lower city in addition to the main line service as
at present.
In no case will street grades be changed more than 15 ins. Ed-
ward G. Buckland, attorney of the company, has arranged to see
Mayor McClellan, on the latter's return from his vacation, about
getting formal approval by the city authorities of the extensive im-
provements. As a result of its experience in the operation of elec-
trically equipped lines in Connecticut, the New Haven road is pre-
pared to go forward with the establishment of an extensive and
complete auxiliary electrical system.
Some master mechanics are continually bothered by their leni-
ent storekeepers, who give out supplies without receiving requisi-
tions. A. H. Mann, master mechanic of the Evansville Electric
Railway Company, has an effective check on any tendency to be
lenient. A deaf storekeeper makes a written requisition abso-
lutely necessary.
September 3, 1904.]
STREET RAILWAY JOURNAL.
355
OUTING OF THE OFFICERS OF THE NEW YORK CITY RAIL-
WAY COMPANY
Five years ago President Herbert H. Vreeland, of the New York
City Railway Company, invited the officers and heads of depart-
ments of the New York City Railway Company to spend a day at
his country home at Brewster, N. Y., and partake of a clam-bake.
I he entertainment was such a success that Mr. Vreeland has ex-
tended a similar invitation to his home each succeeding year. This
year's annual outing of the staff of the New York City Railway
Company at Brewster occurred on Aug. 24, and 106 guests left in
special cars attached to the 9 :o6 a. m. train, via the Harlem Rail-
road for Brewster. They were met at the station by Mr. Vreeland
and transported in carriages to the Tonneta Outing Club, of which
Mr. Vreeland is a member, and which is about 2 miles from the
station. The clubhouse is situated on the side of Tonneta Lake,
where the clam-bake was given at about 1 o'clock. During the in-
terval the guests found plenty to do in fishing, rowing and other
pastimes. The dinner, as on other occasions, was most appetizing,
and included not only the luscious bivalves, but fish, lobsters,
chickens and other viands.
After a short rest following the repast, the party was conveyed
by carriages to Mr. Vreeland's attractive home, "Rest-A-While,"
where a reception was extended by Mrs. Vreeland, assisted by a
number of ladies and attended also by a number of prominent resi-
dents of Brewster and vicinity. A very pleasant feature of the
entertainment of the day was a musical programme provided dur-
ing morning, afternoon and evening by the Metropolitan Street
Railway Drum and Fife Corps, and by a quartette of singers. The
party returned to New York about 9 o'clock by special train after
a most enjoyable day.
In addition to the staff of the New York City Railway Company,
a few other gentlemen were present, including Messrs. Henry
Sanderson, of the New York Transportation Company; G. Tracy
Rogers, of the Binghamton Railway Company; Hon. Frank M.
Baker, of the New York State Railroad Commission ; E. P. Bryan
and Frank Hedley, of the Interborough Rapid Transit Company;
Charles F. Smith, Ira A. McCormack and J. F. Deems, of the New
York Central Railroad Company; W. G. Besler and W. Mcintosh,
of the Central Railroad of New Jersey; W. F. Potter, of the Long
Island Railroad Company; D. M. Brady, of the Brady Brass Com-
pany; Edward A. Maher and Thomas W. Olcott, of the Union
Railway Company.
SALE OF THE LOUISIANA PURCHASE POWER PLANT
Westinghouse, Church, Kerr & Company, who installed the main
service plant at the Louisiana Purchase Exposition, have announced
that after the close of the Exposition the plant will be for sale,
either complete or in part. Particulars of this plant have been
published in these columns, but it can be said briefly that it con-
sists of four 3500-hp Westinghouse vertical cross-compound steam
engines, 38-in. and 75-in. x 54-in. stroke. The engines run at 85
r. p. m. and drive two 2000-kw a. c. Westinghouse and two 200-kw
a. c. General Electric generators. The generators are three-phase,
6600-volt, 25-cycle, revolving-field type, and are located between
the engine frames. The plant also contains three Westinghouse
80-kw exciters, direct-driven by Westinghouse compound engines ;
two Worthington jet condensers, two Worthington turbine pumps,
three dry vacuum pumps, etc. The boiler plant consists of sixteen
400-hp Babcock & Wilcox boilers equipped with Roney stokers ;
two mechanical draft plants, each with a 14-ft. New York blower,
direct connected to a 13-in. x 14-in. Chandler & Taylor engine ;
pumps, feed-water heaters, etc.
ELECTRIC TRAMWAYS IN THE EAST
It is satisfactory to learn that, despite the backward condition
which has existed up to this time in the East as regards electrical
work, there is evidence of a growing interest in electric tramways
and lighting. This is shown by a number of recent contracts closed
by Dick, Kerr & Company, Ltd., for London. One of the latest
is an order for an electric tramway plant and material for the
Bangkok tramways, owned by the Siamese Tramways Company,
Ltd. The contract includes power house equipment which con-
sists of three 200-kw 500-volt d. c. generators of Dick-Kerr's
standard type, coupled direct to a three Browett Lindley vertical
compound engine, and the usual accessories, including surface con-
densers, pumps, etc. There are also forty single motor equipments
of the company's standard 25-6 type mounted on Brill 21-E trucks,
and the whole of the rails, fish-plates, tie-bars for the line, which
has a total length of 13^ miles.
Of the other contracts which Dick, Kerr & Company are carrying
out, the Mandalay tramways have just recently been successfully
opened by the Lieutenant-Governor of Burmah, Sir Hugh Barnes,
K. C. S. I., K. C. V. O., and the system is now in operation.
The total length of these tramways is 12 miles of single track laid
to a gage of 3 ft. 6 ins. with rails of the girder type, weighing 85
lbs. per yd. The overhead equipment is on the span wire system,
and is of a very neat and rigid design. The rolling stock consists
of twenty-four single-deck, open, cross-bench cars, to accommodate
forty-eight passengers, built by the Electric Railway & Tramway
Carriage Works, Preston. The cars are mounted on Brill maxi-
mum traction trucks, each car being supplied with a complete elec-
trical equipment consisting of two standard 25-B motors with DB-i
form "C" controllers. The power house equipment consists of
three Dick-Kerr's d. c. compound-wound 200-kw 400 r. p. m. 500-
550-volt generators, direct coupled to three Belliss compound en-
gines ; the switchboard is in accordance with the standard traction
practice, and consists of four feeder panels, three generator panels,
one testing panel and one panel for motor and lighting circuits.
The electric tramways of Hongkong are rapidly approaching
completion by the same contractors. The total length of single
track is 14 1/> miles, and is laid to a gage of 3 ft. 6 ins. with girder
type rails weighing 86 lbs. per yd. The overhead line within the
city is center pole construction, but outside the city boundary is
equipped on the side pole system. The power house is as nearly
as possible in the center of the system ; the plant consists of two
Dick-Kerr's standard d. c. 300-kw railway generators of the multi-
polar type, compound wound, running at a speed of 100 r. p. m, at
500 volts, direct coupled to the main shaft of two engines built by
Yates & Thorn ; in addition to the two traction sets, two combined
sets for arc and incandescent lighting of the depot have been in-
stalled. The switchboard consists of two generator panels, two
feeder panels, three lighting panels, one main station panel and one
b. o. t. panel. The boiler house contains two Babcock & Wilcox
water-tube boilers and the usual accessories. Twenty-six single-
deck cars are provided, ten being of the combined type with an
enclosed portion in the center and an open platform with seat* at
either end, and having a seating capacity for thirty-two passengers ;
the remaining sixteen cars are of the open, cross-bench type to seat
forty-eight passengers ; the cars were built by the Electric Railway
& Tramway Carriage Works, Ltd., Preston; each car is mounted
on a Brill 21-E truck and is fitted with two of Dick-Kerr's 25-hp
motors, and at either end of the car is a DB-i form "C" con-
troller. As this is the pioneer system of electric traction in China,
it is to be hoped the venture will meet with well-deserved suc-
cess and that electrically equipped lines will shortly be laid in
other parts of the Celestial Empire.
Singapore tramways are in the hands of the same contractors
and are making considerable progress. The power house contains
eight Lancashire boilers with the usual accessories, including two
fuel economizers and four feed pumps, three engines, two of Yates
& Thorn's horizontal cross-compound condensing type, coupled
direct to two of Dick-Kerr's standard 500-kw, 100 r. p. m., 500-volt,
compound generators. For lighting purposes a 200-kw plant has
been installed, including a d. c. generator of 150-kw capacity,
coupled direct to a Willans engine, also a 50-kw motor-driven gen-
erator working off a circuit of 550 volts. A suitable switchboard
has been supplied and erected by the contractors. The overhead
work has been carried out on the span wire system. The total
length of single track is 27 miles, and is laid to a im gage, and the
form of construction consists of laying girder type rails weighing
95 lbs. per yd. upon a continuous beam of concrete. The rolling
stock consists of fifty cars, twenty single-deck, single-truck com-
bination type, with a seating capacity of thirty-two persons, sixteen
inside and sixteen outside, and thirty open, cross-bench type to
seat forty persons; they are mounted on Brill 21-E trucks and
equipped with 25-B motors and DB-i form "C" controller. In
addition there are thirty-three freight cars mounted on Brill 21-G
trucks, each with a double motor equipment, the whole of the roll-
ing stock being built by the Electric Railway & Tramway Carriage
Works, Preston.
Lastly, that most successful tramway owned by the Calcutta
Tramways Company is carrying out considerable extensions, and
this work has been entrusted to the original contractors, Dick, Kerr
& Company, Ltd. This includes an additional ten open type motor
cars, in all respects the same as those supplied before, i. e., single-
deck open type cars mounted on Brill 21-E trucks and equipped
with two 25-A motors, each with a DE-I form "C" controller.
The main station plant is being increased by one of Dick-Kerr's
standard three-phase alternators, 500-kw, 25 cycles, 6000 volts,
04 r. p. m., direct coupled to a Yates & Thorn horizontal cross-
compound engine. There are two sub-stations being erected, in
which will be placed one of Dick-Kerr's standard 300-kw rotary
converters, with the necessary transformers and switch gear.
356
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
CHICAGO TRACTION MATTERS
Judge Grosscup, in reply to a letter by Mayor Harrison, asking
him to co-operate in the settlement of Chicago Union Traction
Company franchise questions along the line of the proposed Chicago
City Railway Company franchise ordinance, has replied as follows:
"Chicago, Aug. 23. — Dear Sir : 1 have yours of the 18th inst.,
calling attention to the fact that the substantial elements of the
decree to be entered in the traction cases have been determined;
that you believe from my public utterances that I desire a settle-
ment fair at once to the city and to the property interests confided
to the charge of my court ; and transmitting a copy of the pending
city railway ordinance, and asking that if that ordinance meets my
views I intervene in such a way as may be proper to bring about
the acceptance of a similar ordinance by the Union Traction Com-
pany and its underlying companies.
"The fiscal structure of the property interests embraced in what
is known as the Union Traction lines is such that a settlement out
of court of their franchise relations with the city — particularly the
merging of all outstanding franchises in a new franchise — would
be a task of great difficulty. On this account it has seemed to me
all along that when a feasible basis for settlement was once arrived
at the court's possession of the properties — drawing along with it
jurisdiction over the questions that the proposed settlement is bound
to raise — would he helpful to a quick and complete adjustment of
all the matters involved. The court, so far as I represent it, is
ready now to aid you to the extent of its power in bringing about
such adjustment.
"Nothing can be done by the court, however, except on the basis
that the franchise to be given will contain the legal equivalent for
the franchises to be relinquished. An exact equivalent would be a
regrant for the period found to be the average of all the outstanding
grants, and on the terms substantially of the outstanding grants.
To what extent the pending city railway ordinance meets this test,
now that the boundaries of the grants are known, will be made the
subject of immediate inquiry. Personally I hope that a basis for
settlement, not only in principle lint in detail, will be speedily
found." I
PROGRAMME OF THE VIENNA CONVENTION
As there were several typographical errors in the list of papers
to be presented at the Vienna Convention of the International
Tramway & Light Railways Association as published in the issue
of tli i s paper for Aug. 6, and as several additional papers have been
added to the programme, the complete list of papers is reprinted
below :
1. "Renewal Accounts," by M. Haselmann, manager of the So-
ciete des Chemins dc fer Vicinaux, of Aix-la-Chapelle.
2. "Transfer Tickets,'' by a committee consisting of Messrs. J.
Grialou, manager of the Compagnie des Omnibus et Tramways, of
Lyons ; A. Janssen, secretary of the Societe des Tramways Bruxel-
lois, of Brussels ; E. Lavalard, manager of the Compagnie Generale
des Omnibus, of Paris; von Pirch, manager of the Tramways de
Barmen-Elberfield, and H. Vcllguth, secretary of Verein Deutscher
Strassen-und Kleinbahn Verwaltungen, of Berlin. (Mr. von Pirch
is the reporter on this subject, assisted by Mr. Vcllguth.)
3. "Advantages and Disadvantages of Different Types of Brakes
for Electric Railways," by M. Scholtes, manager of the Nuremberg-
Fiirth Tramways.
4. "Protection of the Trolley Wire Against Accidental Contact
with Telephone and Other Aerial Wires," by M. Petit, chief engi-
neer of the Societe Nationale des Chemins de fer Vicinaux, of
Brussels.
5. "Advantages and Disadvantages of Trail Cars," by M. Pavie,
general manager of the Compagnie Generale Francaise de Tram-
ways, of Paris.
6. "Economy in the Consumption of Current by Cars," by M.
Klitzing, manager of the Magdeburg Tramways.
7. "Advantages and Disadvantages of Electric Traction on In-
terurban Railways," by M. H. Luithlen, Chief Commissioner of
Inspection of the Austrian State Railways, of Vienna.
8. "Character of Current for Interurban Lines," by M. Pforr,
chief engineer of the Union Elektricitats Gesellschaft, of Berlin.
9. "Track Construction for Interurban Steam Lines," by M. C.
de Burlet, general manager of the Societe Nationale des Chemins
de fer Vicinaux, of Brussels.
10. "Legislation on Tramways and Interurban Roads in Different
Countries in Europe," by R. H. Scotter, of London.
11. "Standard Form of Operating Report," by Messrs. H. Geron,
manager of the Societe des Tramways de Cologne (in liquidation),
of Brussels ; Haselmann, manager of the Societe des Chemins de
fer Vicinaux, of Aix-la-Chapelle ; L. Janssen, manager of the So-
ciete Les Tramways Bruxellois ; Kessels, manager de la So-
ciete Generale des Chemins de fer Economiques, Brussels ; E. Lava-
lard, manager Compagnie Generale des Omnibus, Paris ; E. A.
Ziffer, president of the Bukowina Railway Company, Vienna.
12. "Control of Electrical Installations and Maintenance of Trol-
ley Wires," by M. G. Pedriali, chief electrical engineer of the So-
ciete des Tramways Bruxellois, of Brussels.
13. "Use of Motor Cars and Locomotives on Railway and Tram-
way Lines," by M. E. A. Ziffer, president of the Bukowina Railway
Company.
14. "Regulations for Testing Motor Capacity," by a committee
consisting of Messrs. G. Kapp, secretary of the German Association
of Electrical Engineers; G. Rasch, professor of the Polytechnic In-
stitute at Aix-la-Chapelle ; Blondel, professor of the School of
Bridges and Highways, Paris ; E. d'Hoop, technical director of ihe
Societe Les Tramways Bruxellois ; Macloskie, chief engineer of the
Union Elektricitats Gesellschaft; James Swinburne, president of
the British Institution of Electrical Engineers, London : and Wyss-
ling, professor of the Polytechnic Institute at Zurich. (Mr. Kapp
is the reporter on this subject, assisted by Mr. Rasch.)
15. "Legislation in Germany in Favor of Employees (insurance
against accident, disease, old age and disability), and Its Effect
upon Tramway and Railway Enterprises ; Comparison with Similar
Insurance Laws in Different Parts of Europe," communication by
Mr. Gorella, secretary of Corporation of German Tramways &
Light Railways, Berlin.
16. "Precautionary Measures Taken to Overcome the Effect of
Electric Tramways on the Measuring Instruments in Physical and
Electro-Technical Observatories," communication by M. Bjorke-
gren, chief engineer of the Grosse Berlin Strassenbahn Gesellschaft.
♦♦♦
SERIOUS ACCIDENT ON ROCHESTER & EASTERN LINE
Fully thirty-five persons were injured Wednesday, Aug. 24, in a
collision on the Rochester & Eastern Railway near Pittsford, N. Y.,
though no one was fatally hurt. About a dozen people suffered
fractured limbs or were seriously bruised, and the remainder suf-
fered minor injuries, most of which were caused by broken glass.
A train of two cars bound from Canandaigua to Rochester ran into
a single car running east. The train was late, and, according to
the statement of the officers of the company, ran past the siding
where it was to have met the car from Rochester. The trains met
on a sharp curve. A lineman in the employ of the road was at
work near the scene of the accident and saw the two trains ap-
proaching. He flagged the eastbound train and it had nearly
stopped when struck by the other train, which was running at a
good speed. All three of the cars were full of passengers.
»♦♦
TWO LINES NOW BETWEEN DES MOINES AND ST. JOSEPH
Two electric railway companies are now planning the construc-
tion of lines between Des Moines and St. Joseph. Just as the forces
of the St. Joseph, Albany & Des Moines lines are getting well or-
ganized and the surveyors are approaching Des Moines with
splendid reports of a first-class route, with no grades to exceed 1
per cent, there comes from Kansas City the statement that the
Interstate Railway Company has let the contracts for the first 400
miles north from Kansas City, and that all necessary arrangements
have been made for financing the line from Kansas City to Duluth.
Percival Steele, of Chicago, general counsel for the St. Joseph,
Albany & Des Moines, has been in New York for the past week or
so, making arrangements for the financing" of the Mordaunt line
between St. Joseph and Des Moines, and recent despatches indicate
that he has been successful and that the work of construction will
be commenced as soon as the survey is completed. The preliminary
survey will be finished within a few days, and from that the locating
survey can be made in short sections so that the construction work
can be commenced at any time. The St. Joseph, Albany & Des
Moines Company has no intention of building further north than
Des Moines at this time, while the Interstate Railway Company
intends to build a line through from Kansas City to Duluth. The
Consolidated Trust Company was recently organized for the sole
purpose of financing the Interstate Company, and it is stated that
$2,000,000 of French capital is invested in the scheme. On the
other hand, it is reported that the Goulds are interested in the
construction of the St. Joseph, Albany & Des Moines line, and that
plenty of financial backing will be forthcoming for the enterprise.
The Interstate Company plans the construction of an exclusive
electric line, while the other company expect to use steam power
for the freight traffic. As both companies are anxious for the ter-
ritory between St. Joseph and Des Moines, there is a good chance
for a race in construction work between those two cities.
September 3, 1904.]
STREET RAILWAY
JOURNAL
357
IMPROVEMENTS AT THE ST. LOUIS CAR COMPANY'S PLANT
A new addition to the erecting shops of the St. Louis Car Com-
pany will give much-needed room in this department. The new
portion extends the full length of the original shops. An over-
head trolley system has been recently installed in the machine and
truck shops. The system is liberally supplied with branches and
turn-outs, so that heavy work may be carried directly to all ma-
chines.
The company has almost completed the last of 450 cars built for
the St. Louis Transit Company. These cars were ordered especially
for use in handling the World's Fair visitors. At present the greater
number of them are in service on the Olive Street, Market Street,
Easton Avenue and other lines leading to the World's Fair en-
trances. *
♦♦♦
WESTINGHOUSE TURBINE CONTRACTS
The Westinghouse interests have secured a number of contracts
recently for steam turbines to be installed in various electric rail-
way power stations throughout the country. The Parkersburg &
Marietta Interurban Railway Company, of Parkersburg, W. Va.,
has added a 500-hp turbine. Two machines of 500-hp capacity
each have been requisitioned for by the Philadelphia, Coatesville
& Lancaster Railway Company.
Westinghouse gas engines have been ordered by the Warren
& Jamestown Street. Railway Company, of Warren, Pa.
GRADING BEGINS ON SAN JUAN-PONCE ROAD
Advices from San Juan, Porto Rico, state that the Porto Rico
Railway, Light & Power Company, the assignee of the franchise
granted to the Vandergrift Construction Company, of Philadel-
phia, to construct and operate an electric railway between San Juan
and Ponce — a distance of 70 odd miles — has started work on the
grading from Rio Piedras towards Caguas, passing in the vicinity
of Trujillo Alto. The Executive Council has amended this fran-
chise, and the company is now permitted to pass through the town
of Rio Piedras. The plans, etc., for the line from San Juan to a
point located between Caguas and Rio Piedras have been approved
by the Bureau of Public Works.
♦♦♦
RAILROAD ARRANGEMENTS FOR NEW YORK CONVENTION
The Trunk Line Association has announced that the usual
special rates from points in New York State, of a fare and a third
on the certificate plan, will be in force for the annual convention of
the New York State Street Railway Association to be held in
Utica, Sept. 13 and 14. Tickets may be had at any time after Sept.
9 and prior to Sept. 13, except from stations where it is possible
to reach the place of meeting by noon of Sept. 13, in which case
tickets will be sold for morning trains on that date.
A circular giving the programme of the convention will be issued
within a few days. All roads not already members are urged to
send delegates to the convention. A very interesting and valuable
u.eeting is assured.
STEEL CONTEST AT ST. LOUIS FAIR
A notable feature of Machinery Day at the Louisiana Purchase
Exposition will be that of the high speed steel cutting contest,
which is arousing much interest throughout the world, especially
among the railroad and steel men. This test will take place at
Block 9, Machinery Hall, commencing at 10 o'clock in the morning,
Sept. 10. Nearly all of the high speed steel manufacturers of the
world will be entered in (his contest, and it promises to be very
interesting. The contest will be decided by a party 01 three judges,
one selected by the steel men, one by the railroad men and the
third by the first two judges. The test will be made both in solid
forged tools and in the Armstrong tool holders. The size of steel
to be used in the solid forged tools will be 1]A ins. x 2^ ins., and
in the Armstrong tool holders I in. x I in. The test will be made
on the new motor-driven high-speed steel lathe manufactured by the
Putnam Machine Works, Fitchburg, Mass.
The material to be used will be steel forgings and cast steel col-
umns. The cut will be 1/4 in., 1^2 ins. reduction, 3-16 in. feed, 100
ft. per minute, to be run as long as the tool will stand up. The
amount of metal removed will be one of the points to decide the
quality of the tools. The steel to be used in this test will be that
which is regularly offered by the steel men on the market to-day.
The tools will all be forged, tempered and ground at the Exposi-
tion grounds before a committee appointed for that purpose. No
two representatives can rapresent the same brand of steel, and the
steel men will give their test in rotation as they may draw their
names, which will be placed in envelopes in a box for that purpose.
Complete record of every test will be given to each contestant and
shall be signed by each of the judges. Any further information, or
copies of rules governing this test, can be had by applying to the
chairman, Block 9, Machinery Hall.
♦♦♦
PERSONAL MENTION
MR. M. B. HERELEY, formerly general superintendent of the
Chicago Union Traction Company, has become general traffic man-
ager.
MR. GEORGE C. EWING has been appointed manager of the
railway department in the Boston office of the Westinghouse Elec-
tric & Manufacturing Company. Mr. Ewing assumed his duties
Sept. 1. The many friends of Mr. Ewing in New England and
throughout the rest of the country will extend to him their best
wishes in his new work.
MR. JOSEPH V. SULLIVAN has been appointed chief super-
visor of the Chicago Union Traction Company, to fill the vacancy
caused by the promotion of Mr. Robert R. Hertzog to the office of
chief superintendent. Mr. Sullivan has been with the Chicago
Union Traction Company about one year, having been general pas-
senger agent. In his new position he will have charge of the em-
ployment of men and will continue his former duties of negotiating
for special cars and special traffic. Mr. Sullivan was formerly a
Chicago newspaper man.
MR. ROBERT R. HERTZOG has been made general superin-
tendent of the Chicago Union Traction Company. Mr. Hertzog
formerly was chief supervisor of the company, having charge of
the employment of men and allied duties. Mr. Hertzog began his
street railway career in the cashier's office of the West Chicago
Street Railroad in July, 1891, and later became chief clerk to the
superintendent of that road. When the road was consolidated and
the Chicago Union Traction Company formed in 1900, he was
made chief supervisor, which position he has held ever since. Mr.
Hertzog in his new position has entire charge of conducting trans-
portation. He is only forty years old.
MR. GEORGE W. KNOX, of Chicago, on Sept. 1 became gen-
eral manager of the Green Bay Traction Company, of Green Bay,
Wis. This is the company which is to take over and operate the
Fox River Electric Railway & Power Company's property, con-
sisting of 22 miles of city lines in
Green Bay and the new interurban
line between Green Bay and Kau-
kauna, which has just been com-
pleted by the Knox Construction
Company, of which Mr. Knox is
president. This does not mean that
Mr. Knox is to give up his engi-
neering practice with headquarters
at Chicago, as the business of the
Knox Engineering Company, of
which he is the head, is too im-
portant to permit of his giving
his entire time to the Green Bay
property. The appointment of Mr.
Knox as operating head of this
company, however, indicates that
the Knox Engineering Company
is entering a new field, namely,
that of operation, in addition to
the construction of electric railways, thus following along the
lines which have been so successfully followed by several other
large consulting engineering firms. Mr. Knox is a thorough op-
erating man, although his activities since he resigned the position
of electrical engineer of the Chicago City Railway Company in
1900 have been mainly in consulting and construction work. Mr.
Knox has been in electric railway work practically since its begin-
ning in 1887, being employed at various times by the old Sprague,
f homson-PIouston and Edison companies. Associated with Mr.
Knox is Mr. R. N. Heskett, who has been resident engineer during
the construction of the Green Bay & Kaukauna Interurban. Mr.
Heskett was at one time superintendent of the McCartney Electric
Railway, of West Green Bay, before it was purchased by the pres-
ent company. After its purchase he completed his education at
Armour Institute of Technology in Chicago, from which he gradu-
ated in 1902. Mr. Knox has appointed as superintendent at Green
Bay Mr. M. J. Kinch, formerly of the Grand Rapids, Holland &
Lake Michigan Railway Company, and of the Rockford, Beloit &
Janesville Railroad Company.
GEORGE W. KNOX
358
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 10.
TABLE OF OPERATING STATISTICS
Notice.— These statistics will be carefully revised from month to month, upon information received from the companies direct, or from official sources.
The table should be used in connection with our Financial Supplement " American Street Railway Investments," which contains the annual operating
reports to the ends of the various financial years. Similar statistics in regard to roads not reporting are solicited by the editors. * Including taxes,
t Deficit.
Company
Period
AKRON, O.
Northern Ohio Tr.
Light Co
AURORA, ILL.
Elgin, Aurora & South-
ern Tr. Co
BINGHAMTON, N. Y.
Bingham ton Ry. Co..
BUB'FALO, N. Y.
International Tr. Co.
CHICAGO, ILL,.
Aurora, Elgin & Chi
cago Ry. Co
Chicago & M i 1 w aukee
Elec. R. R. Co
Metropolitan West Side
Elevated R. R. Co ....
Northwestern Elevated
K. R. Co
South Side
R. R. Co....
Elevated
CLEVELAND. O.
Cleveland & Southwest-
ern Traction Co
Lake Shore Electric Ry.
Co
DETROIT, MICH.
Detroit United Ry.
DULUTH, MINN.
Duluth Street Ry. Co.
EATON, IND.
Muncie, Hartford
Ft. Wayne Ry. Co.
FORT WORTH, TEX
Northern Texas Trac-
tion Co
1 m„ July '04
1 03
7 " " '04
7 " " '03
1 m., July '04
1 •' " '03
7 04
7 03
July '04
" '03
1 in., June '04
' 03
' " '04
• " '03
" " '04
1 m., July '04
- " " '04
1 m., July '04
- u ,03
" » '04
11 " *03
1 m., July '04
July '04
" '03
" '04
" '03
1 m., July '04
- „ i. ,03
' " '04
' " '03
1 m., July '04
1 " " '03
7 04
7 03
1 m., July '04
1 03
7 " " '04
7 " " '03
1 m., July '04
1 " " '03
7 " " *04
7 03
1 m., July '04
1 " " '03
7 04
7 " " '03
1 m., July '04
1 " " '03
7 04
1 m., July '04
1 " " '03
7 " " '04
7 " " '03
Si
oW
H
95.S81
95,766
496,967
484,748
46,480
47,182
260,328
258,271
29,120
26.202
355,472
323.098
1,003,871
945,556
4,074,977
3,728,173
58,518
239,838
52,228
29,529
215,478
123,250
158,320
158,188
1,221,648
1,196,000
94,264
92,059
745 411
718,513
108,348
118,184
907,087
904,878
50,54i
43 692
255,295
240,538
59,595
56,822
271,003
259,903
o. x
47,373
47,970
275,634
264,
21,472
25,598
156,238
150,593
12,495
11,290
223,597
176,935
647,170
519,06f
2,428,262
,013,624
27,131
152,443
18,508
8,523
91,095
48,370
26,663
22.539
171,130
143,419
36,223
33,439
456,269 * 240,951
455,432 * 251,212
2,541,590 *15924fi
2,489,622 +1468701
60.412
60,777
355,804
353,523
19,005
14,346
99,300
52,281
42,548
311,217
249,488
28,107
28,642
201,639
195,595
* 7,623
* 5,380
* 49,803
27,551
20,543
175,525
132,973
48,508
47,795
217,333
214,984
25,008
21,584
104.C80
107,'
16,625
14.913
131,875
146,163
356,701
426,494
1,646,715
1,714,549
31,38'
87,395
33,7 0
21,007
124,383
74,880
23,879
21,153
84,156
97,119
23,372
23,383
209,318
204,220
949,123
1,020,921
33,305
34,135
154,165
157,928
11,381
8,966
49,497
24,730
22 005
135,691
116,515
S 6
o o
"S o
22,806
158,528
155,1
9,173
9,173
64,731
64,943
o< o c
22,826 25,682
102,553
130,527
367,'
389,394
1,565,061
1,838,484
20,404
20,370
89,816
84,621
623,261
575,386
15,876
16,544
107,388
115,423
4,000
36\666
10,209
9,018
70,757
63,143
24,989
58,807
59,153
15,835
12,411
39,349
42,735
29,322
15.636
+11.088
37,100
81 654
176,065
2,968
3,012
119,502
119,599
325.862
445.505
17,429
17,591
46 777
42,505
7,381
I9~m
14,521
12,987
64.935
53,372
Company
HAMILTON, O.
Cincinnati, Dayton &
Toledo Traction Co.
HANCOCK, MICH.
Houghton County St.
Ry. Co
LIMA, O.
Western Ohio Ry Co,
LONG ISLAND CITY,
N. Y. New York &
Queens Co. Ry. Co.
MILWAUKEE, WIS.
Milwaukee El. Ry. &
Lt. Co
6 m., June '04
3 m., June '04
- •.. ,03
1 m., July '04
' ' " '03
' " '04
' " '03
MINNEAPOLIS, MINN
Twin City Rapid
Transit Co
MONTREAL, QUE.
Montreal St. By. Co..
PEEK SKILL, N. Y.
Peekskill Lighting &
R. R. Co
PHILADELPHIA, PA.
American Railways..
ROCHESTER, N. Y.
Rochester Ry. Co
SAN FRANCISCO.CAL.
United Railroads of
San Francisco
SAVANNAH, GA.
Savannah Electric Co.
SEATTLE, WASH.
Seattle Electric Co.
SYRACUSE, N. Y.
Syracuse R. T. Co...
TERRE HAUTE, IND.
Terre Haute Elec. Co.
TOLEDO, O.
Toledo Rys. * Lt. Co.
Period
1 m., July '04
1 03
7 " " '04
" " '03
1 m., June '04
12 "
12"
'04
1 m., July
1 " "
1 m,, July
10 " "
10 " "
12 m., June'04
12 " " '03
1 in., July '04
'03
1 m., July '04
" 1 " '03
' June '04
' " '03
1 m., July '04
' ■' " '03
1 m., June '04
" " '03
12 " " '04
12 " " '03
1 m., June '04
1 m.
12"
12 "
1 m.
1 m.
1 "
7 "
7 "
July '04
June '04
June '04
" '03
" '04
July '04
" '03
" '04
" '03
H
f4,810
51,637
98,480
98,133
16,93
16,417
11-9,037
182,576
103,000
197,739
172,974
283,062
270,499
1,821,735
1,707,175
385,769
364 471
2,445,030
2,283,125
226,695
216,236
1,933,612
1,788,178
110,735
106,118
151,308
144,466
139,548
116,732
402,245
337,479
535,186
500,079
49,511
46,104
534,014
499,470
191,495
175,513
2,229,880
2,018,907
72,084
839,373
753,277
47,654
38,485
526,293
410,346
158,377
153,224
984,236
925,402
eg
OK
28,395
26,141
£6,076
49,908
10,242
9,566
131,348
121,202
53,000
144,613
137,063
133,977
130,101
935,360
26,415
25,496
42,404
48,225
6,694
6,851
57,689
61,374
50,000
53,126
35,911
149,085
140,398
886,375
864,216 842,960
179,679
164,037
1,165,553
1,086,410
131,276
116,157
1,281,213
1,109,809
*H6,327
*62,600
57,746
223,708
174,519
26,471
26,890
305,083
294,868
126,243
117,546
1,557 615
1,429,737
41,809
490.426
421,961
30,748
24,366
352,540
279,888
*77,820
•75,500
♦534,784
♦476,706
206,090
200,433
1,279,477
1,196,715
95,419
100,079
707,399
678,368
44,408
43,518
70,721
58,986
178.53'
162,960
23,040
19.215
228,931
204,602
65,252
57,967
672,266
589,170
30,275
348,946
331,316
16,907
14,119
173,753
130,458
80,55:
77,724
449,452
448,696
s a
•a S
V o
0£
16,697
16 083
33,146
32,1,53
3,381
2,929
37,310
33,200
e > x «
u 2 «•-
77,706
75,383
521.211
499,830
74,925
60,937
510,366
426,256
25,637
24 696
201,008
189,363
26,811
25,896
86,984
126,110
10,407
9,588
123,949
115,252
24,696
24,053
273,711
282,473
20,242
243,460
230,901
9,579
6,560
105,357
78,059
41,186
41,790
291,535
283,860
NDEXED
Street Railway Journal
Vol. XXIV
NEW YORK, SATURDAY, SEPTEMBER 10, 1904.
No. 11
Published Every Saturday by thi
McGRAW PUBLISHING COMPANY
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York
The New York State Convention
The annual convention of the New York State Street Rail-
way Association, which is always one of the most important
street railway events of the year, is to he held next week at
Utica, on Sept. 13 and 14. This convention should attract wide
attendance, as a most interesting programme has heen pro-
vided, and the executive committee has extended a cordial in-
vitation to all supply men and railway managers, whether they
are connected with roads in New York State or not. The
meetings of this association have an importance which is not
confined to the State of New York, and are usually attended
by several representatives of street railway interests in other
States.
A Revelation in Costs of Power
The recently issued Boston Electrical Handbook contains,
among other interesting details regarding the Boston elevated
system, a detailed report of the cost of power at each of its
stations for an entire year. The facts are of a rather startling
V
character and will well bear serious study. As our readers well
know, the Boston Elevated Company is unique in being one
of the very few great operating companies that has consistently
— kept up the policy of supplying its network from a group of
auxiliary generating stations instead of surrendering to the
current fashion of building a colossal central station, and thence
feeding sub-stations via a high-tension network and rotaries.
The Boston network is of no mean size. The aggregate rated
capacity of its stations is over 36,000 kw, and this output is
none too large for the demands made upon it. But instead of
this capacity being in one station it is in eight, ranging in
capacity from 600 kw to 14,400 kw, all save one, and that al-
most the smallest, being located upon tidewater. The largest
units are of 2700 kw, and all, large and small, are driven by
reciprocating engines, with a few exceptions of the cross-com-
pound condensing form.
In every station the closest possible account is kept of the
costs of each item, and particularly of the output and coal and
water consumption. The stations in this respect are practically
under continuous test, so that the data presented involve no
manner of guess work and depend upon no carefully prepared
tests, but represent a year's actual experience. The data given
are for the year ending Oct. 1, 1902, that being chosen on ac-
count of escaping the subsequent great disturbances in the
costs of fuel. During the year the average price of coal was
$3.60 per long ton, a figure rather over the normal in previous
years, but not in any sense extraordinary. The costs given in
the striking diagram shown in the Boston Handbook are
divided into four heads: coal, labor, repairs and supplies,
superintendence and general expense. The total do not in-
clude fixed charges, but do include all the other expenses. The
system includes three rather old stations with relatively small
units, in which the costs show nothing remarkable, but the
fine modern stations — Central, of 14,400 kw ; Lincoln, of 8100
kw ; Charlestown, of 4300 kw ; Harvard, of 3600 kw, and Dor-
chester, of 2000 kw — form a group of rather sensational in-
terest. To begin with, the two smallest show the lowest total
costs of power, in each case just 0.7 cent per kw-hour. Then
comes Lincoln with 0.725 cent, Charlestown with 0.755
cent, and Central, the largest, with 0.76 cent. To a certain
extent the outlying stations are favored in the matter of load
factor, as much of the variation is taken care of at the Central
plant, but considering the high price of coal, the net results
are remarkable in the highest degree. They set at naught
some commonly held opinions regarding the effect of capacity
upon cost of power production, for if a 2000-kw station can
turn out power at 0.7 cent per kw-hour, of which a little over
0.4 cent is paid for coal at $3.60 per ton, how much margin
could be gained in a 50,000-kw station to offset the losses of
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
energy and miscellaneous costs of a high-tension distribution
system? Another point which will shock the delicate sensibili-
ties of some engineers is the fact that the Central station,
which has hand-fired boilers, shows for coal and labor com-
bined a lower cost than the very modern Lincoln station, which
has mechanical stokers. We draw no moral, but merely pre-
sent the solemn fact for due consideration. To us it merely
implies that intelligent attention to the details of station output
will give good results with either method of firing. The secret
of success in any good modern plant lies in this close study of
operating conditions, and particularly in the nice adjustment
of load between stations that keeps up the load factors at the
several points when feeding is done from a group of stations.
In an electric railway system the shifting of the load in amount
and position is very considerable, and unless these varia-
tions are looked after the economic results will probably be
rather bad.
The average cost of power in these various stations of the
Boston elevated is scarcely 0.75 cent per kw-hour, and at the
costs of coal common in some other localities would fall to
about 0.6 cent to 0.65 cent. We doubt whether these results
can be equaled in railway plants of anywhere nearly similar
size when the costs are determined by rigorous and contin-
uous tests. There is a wide difference between performance
under special tests to determine economy and the final results
of continuous working. Now as regards the comparison of
these Boston elevated data with those from huge stations dis-
tributing power at high tension to sub-stations. There is no
doubt whatever that large units tend to lower the costs of
power, and in this particular the big stations have an advan-
tage. There is no doubt that some very large plants can and
do turn out power under the best of the Boston figures, even
allowing for differences in costs of fuel. But that any station
does beat the Boston figures by a margin big enough to com-
pensate for the energy losses in transmission and conversion
in the rotaries with the attendant costs we very much doubt.
Merely the losses of energy will foot up to about 25 per cent,
year in and year out, and when one adds to this the fixed
charges, due to the installation and upkeep of the high-tension
apparatus and the sub-stations, the case looks more than
dubious. If the high-tension distribution could feed the work-
ing circuits directly, as would be the case if alternating railway
motors were used, the situation would be mended, but that
time is not yet. Of course, there may be local circumstances
which render the installation of a single station advantageous —
the balance of costs does not necessarily swing consistently in
one direction — but these Boston figures ought to make the
engineer think twice before going into transmission on a large
scale. To ascertain all the facts for a complete comparison
one would be compelled to go in detail into fixed charges, the
cost and character of the feeding system, and the nature of the
variations in load. This would be no easy matter, however in-
structive the result might be. It is sufficiently evident, how-
ever, that the gain in economy with increase of size has been
very often grossly overestimated, and that when one gets up to
a capacity of several thousand kilowatts the further gains are
relatively small. And the margin of economy in the very large
stations is by no means necessarily sufficient to justify their
existence. Each great system presents its own special set of
conditions, which must be taken fully into account. The Bos-
ton case, we think, is sufficient to show that other solutions of
the problem than gigantic central stations may be possible and
in their proper place advisable.
The Continental Standard Form of Operating Report
As most of our readers are aware, the International Tram-
ways and Light Railway Association, or to call it by its official
name, the Union Internationale de Tramways et de Chemins
de fer d'Interet local, is the organization which represents the
street railway interests of the whole of Europe outside of Great
Britain. Its headquarters are in Brussels, and it is doing its
work in a manner that in one way or another it might be taken
for a pattern by any one of the American associations. A num-
ber of the papers or reports to be presented at the Vienna con-
vention this week have already been published in these pages,
and that on its proposed form of monthly report is presented
this week. In this connection it might be said that, in addition
to the papers which are read at its conventions, the asso-
ciation publishes six months in advance of each meeting the re-
plies of the different member companies to inquiries as to their
practice on each of the various topics to be discussed at the
meeting. These replies this year filled 280 pages and supply a
fund of information on current European practice. This asso-
ciation differs also from the American societies in that its
meetings are held once in two years instead of once a year.
At its last session, held in London in July, 1902, a preliminary
report was presented relating to the formulation and adoption
of a standard operating report. The committee to whom this
subject was assigned has continued the work begun in London,
and has recommended a form of report which has been trans-
lated and will be found elsewhere in this issue. Owing to the
fact that the association is now in session in Vienna, we are
not in a position to know what action will be taken upon this
form, but in advance of this information it will not be out of
place for us to express certain thoughts which are suggested
by it, especially as the report has been published and circulated.
It is much easier to tear down than to build up ; so is it also
much easier to compare an established fact with a proposition,
but if we can say anything to help bring the result about we
wish the three European societies would consider more seri-
ously the adoption of a report which could be in fact an inter-
national standard report.
In an editorial published in this paper in August, 1903, we
pointed out that Great Britain, represented by its two associa-
tions, was proposing two widely varying forms of report, each
of which was designed to be the standard for Great Britain.
With this difference in idea if not intent on their part as our
text, we showed the benefit that would come from discarding
each of these forms and substituting therefor the classification
and form of report adopted in America. We now have our
argument strengthened by the form of report recommended at
the Vienna convention because the territory covered is now
increased by the addition of the whole of Europe instead of
being limited, as before, to Great Britain and America.
We explained a year ago that there was nothing in the
two British proposed forms but is shown equally well and some-
times better in the American, and we now repeat the same
claim as relating to the Continental form. In order to show
briefly how this conclusion is reached, we will add to what we
said a year ago about the proposed Great Britain reports the
following result of an examination of the recently proposed
Continental form :
In the first place it is, as it is headed, an operating report
purely, as no place is provided for the very valuable informa-
tion which comes from a balance sheet, the balance sheet and
all reference to it being omitted. While the income and oper-
ating expenses are shown in great detail, the report stops at
September io, 1904.]
STREET RAILWAY JOURNAL.
net earnings, so that an examination of the report, when filled
out by a European company, will not give the officers, 1101
others interested in that company, anything approaching a
true understanding of its financial condition. No place has
been provided for the deduction of fixed charges, which of itself
should be fatal to the utility of the report, because no operating
manager can so quickly realize the results of his service as
through the effect of the fixed charges upon the net earnings.
If it is the purpose of the Continental association to introduce
its report into Great Britain for adoption there, it would seem
that this purpose will not be realized until provision is made
for depreciation, even though the British associations do not
agree as to the extent to which depreciation is to be carried.
Neglecting, however, this omission and assuming that the
object is to construct a form which will show the results of the
operating department only, the report does not seem, from an
American standpoint certainly, to be complete, even though a
vast deal of statistics is provided. As an instance of this, while
full information is given of the performance of the power sta-
tion, and while the employees, car mileage, tons carried, etc.,
are tabulated, all reference has been omitted to the work done
in the car shops and by the line and track departments except
so far as shown in the expenses. To the American manager
detailed information of this kind relating to the track and line
is as necessary as that of the power station.
There is one other mistaken custom in which this proposed
report indulges and in which many American companies that
have not yet followed the American standard are also at fault.
We refer to the indiscriminate mixing of statistics with the
money results of operation. The first page of the report under
discussion well illustrates this point. We think that the pro-
moters of the American standard are to be congratulated that
they have segregated everything of a statistical nature to a
place by itself.
Wo do not desire to be understood from our criticisms that
the Continental report has no good points, and in evidence we
might point out to the American companies one thing provided
for in this report which is all too rarely even considered in
America, namely, the charging to the proper operating ac-
counts the current furnished by the power plant for lighting
and the operation of machinery. We believe that the American
custom is not accurate in this respect. It is very rarely also
that an American report will show the detailed power plant in-
formation that is provided for in the Continental form, and if
the latter went further, as we mentioned above, so as to cover
other departments of the service, it would more probably ac-
complish the results for which we interpret it is intended.
The adoption of the Dewey decimal system to the classifica-
tion of accounts, as shown in the Continental form, is, of
course, one of the main features to attract attention in it. This
plan has undoubtedly much to recommend it, although there
will be many who will agree with us that its advantages are
more theoretical than practical, certainly so far as the nine
main sub-divisions of operating expenses are concerned. That
is, it is a question whether a logical classification should be
sacrificed for a division into ten instead of an odd number of
accounts. In the American practice there are thirty-eight ac-
counts, and if we apply the Dewey system to these accounts
they can be sub-divided as finely as may be desired. This has
been done by many American companies with complete success
and without destroying in any way the thirty-eight main ac-
counts.
The space at our disposal will not permit a complete analysis
of this report, and as the form is printed in its entirety in this
issue, with a brief digest of the report accompanying it,
we submit both to the American companies for their in-
formation. We must, however, again argue as we did a year
ago for one standard international report. We believe it to be
a necessity. The rapid standardization of operating practice
must bring standard accounting. One cannot come without
the other, as it is impossible that standard operation can come
except as it follows standard accounting. Operation cannot
be compared nor can comparisons be utilized unless the ac-
counting shall first be upon a similar basis.
At this present time the situation is that America has a stand-
ard classification and form of report so firmly established and
widely adopted by both operating companies and financial in-
terests that it is an actual standard. Its predominant position
has been strengthened in this country through its adoption by
both the United States Government in its Census work and
by the National Association of State Railroad Commissioners.
It has been in service for a long time, and by its flexibility
and utility has given such satisfaction that it could not be
changed without endless confusion. On the other hand, as
we pointed out a year ago, there is nothing in any of the
European forms of reports but could be adapted to the Amer-
ican with but slight changes. It seems to us, therefore, there
is hardly more than one side to the question, and we
hope our European confreres are not permitting the word
American to deflect them from endeavoring to obtain a stand-
ard report that will be actually international. They will cer-
tainly not be able to obtain the results which all desire from a
standard report if they permit themselves to adopt three forms.
Through the operation of the tremendously virile ideas of the
last half century the world has become to all practical purposes
very much smaller than it was fifty years ago. Securities are
held in other countries than those in which the investments are
located, and we submit that the time is coming when, among
other demands, a standard form of report for electric railways
will be one. We submit further, that the one which happened
to be composed and adopted first in America is, by its sim-
plicity and adaptability, one which can be without excess of
confusion and no greater expense adopted by Europe, thus
clearing what will eventually be, should this course not be fol-
lowed, an atmosphere of confusion and uncertainty.
Light in the Yards
With incandescent lamps in the store room, and current for
the mere asking, it is strange that so many master mechanics
and shop foremen keep the yards, where cars are stored and
switching is done, in such complete darkness. No doubt if they
were to know half the troubles of the "night man" caused by
lack of light, a speedy reformation would result. The night
man has enough difficulties without increasing them by ex-
pecting him to find defects by the touch method.
Mishaps, such as blown fuses, trolley jumping off, car off
track, etc., are much more likely to occur in yards where
switching is done than on the main track, and, therefore, every
facility should be offered ; first, to avoid such occurrences, and
after they have occurred to correct them as speedily as possi-
ble. The effect in labor saved of a few clusters of lights placed
on poles at frequent intervals about the yards will be at once
noticeable; and, too, a haphazard feeling that the night man is
likely to have conducting his work in the dark will disappear
and give place to a feeling of confidence that will have its effect
in causing him to be more thorough in his work in general.
362
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 11.
THE INDIANA NORTHERN TRACTION COMPANY
The Indiana Northern Traction Company is now completing
an interurban line 20 miles long between Marion and Wabash,
Ind. This line forms a connecting link between two important
interurban electric railway networks in that State. To the
Street Ry.Jourual
MAP OF THE SYSTEM OF THE INDIANA NORTHERN
TRACTION COMPANY
south is the famous Indiana oil and gas belt, with the lines of
the Indiana Union Traction Company < mnecting all its prin-
cipal cities. To the north are the im frurban lines of the
Wabash valley, offering interurban transportation from Lo-
gansport to Peru, Wabash, Huntington and Fort Wayne. Lines
east and south from Fort Wayne are under construction. The
accompanying map shows the relation of this company's link
to part of the interurban lines on both sides of it. The southern
terminus, Marion, is the oil center of the State. It has a num-
ber of suburbs to the south of it, where oil and natural ,gas
have attracted many industries requiring these for fuel. The
eluded that the present population in and near the town is 1500.
Three other small trading stations along the line have a large
rural population tributary. The promoters of the road, how-
ever, have not relied entirely upon the population directly
touched by the road. The road, as said before, is a connecting
link between large interurban systems, and the population
brought tributary to the road at each end by these interurban
systems is about 110,000 at the Wabash end, and over 350,000
at the Marion end.
A traffic agreement has been made with the Indiana Union
Traction Company in Marion, and with the Wabash River
Traction Company at Wabash (which is controlled by the same
interests) whereby the Indiana Northern Traction Company's
cars enter both cities. The Indiana Northern Traction Com-
pany is to pay 2.y2 cents for each 5-cent fare collected in each
APPROACHING WABASH ON THE INDIANA NORTHERN
TRACTION LINE
A LONG TRESTLE ON THE LINE OF THE INDIANA NORTHERN
TRACTION COMPANY
population of Marion, which has 'doubled in the past ten years,
is now probably about 26,000, judging from the last city direc-
tory. It is the county seat of Grant County. Wabash, the
northern terminus of the line, is the county seat of Wabash
County. Its population is estimated' at about 12,000. The prin-
cipal village along the line is La Fontaine, which, although
small, is probably the most rapidly growing village touched by
the road. The school attendance is 250. From this it is con-
city to the company owning the city tracks.
The city company maintains the tracks and
furnishes the power. The Indiana Northern
Traction Company will not compete in any
way for local business in either Marion or
Wabash, and the Indiana Union Traction
Company will not parallel the Indiana North-
ern Traction Company between the two cities.
The route is on a private right of way, which
parallels the Big Four Railroad from one city
to the other except in passing through villages
and near the terminals. There is only one
grade crossing with a steam railroad on the
line. This is on the outskirts of the city of
Marion. This grade crossing is to be pro-
tected with interlocking signals and derailing
switches on both steam and electric railway
tracks. Just before descending into the Wa-
bash valley south of Wabash, the tracks of the
Big Four Railroad are crossed by a viaduct.
POWER SUPPLY
Plans were first drawn up to supply the
road with power from two sub-stations
high tension, alternating current purchased
the neighboring interurban companies or
from an electric lighting station. It was found, how-
ever, that rented power would be so expensive that it would be
advisable to install a power station. As the road is compara-
tively short and natural gas is cheap, and, as furthermore, the
time was limited, it was decided to put in a very simple power
station with direct-current generators belted to engines. Such
operated with
from one of
September io, 1904.]
STREET RAILWAY JOURNAL.
363
a power station could be quickly put up and operated with a
reasonable degree of economy ; furthermore, it involves a mini-
mum investment. As the road is only 20 miles long, with no
prospect of being extended in either direction, and the terri-
tory at both ends is already occupied, there was no object in
putting in alternating-current apparatus for high-tension trans-
mission to extensions. In case the road should ever be supplied
with current from an outside source the direct-current power
station with belted units would involve the least idle investment.
POWER STATION
The power station is located at La Fontaine, and is a brick
building with wooden roof trusses and gravel roof. The side
walls are 12 ins. thick, and that between the engine room and
OVERHEAD WORK IN PROGRESS ON LINE LOOKING TOWARD
MARION
boiler room is. 8 ins. in thickness. The power station is divided
into an engine room 70 ft. x 60 ft., and the boiler room 39 ft. x
4 ins. x 7 ft. Both boiler and engine room floors are on the
same level.
The boiler room contains three Stirling water-tube boilers
of 300-hp each. Each boiler is provided with a steel-guyed stack
48 ins. in diameter and 93 ft. in height above the boiler room
floor line, and 91 ft. in height above the grates. Natural gas
is to be regularly used for fuel, although coal is to be used tem-
porarily, and the boiler is supplied with twelve Claybourne
burners, manufactured by the H. F. Reynolds Electric Com-
pany, of Marion, Ind. The burners are guaranteed to develop
OVERHEAD CROSSING OF THE BIG FOUR RAILROAD
I hp at 50 per cent overload with 46 cu. ft. of gas at ^-ounce
pressure, a horse-power in this connection being considered
the evaporation of 34^ lbs. of water from and at 212 degs.
Feed water is taken from Grant's Creek, 30 ft. from the sta-
tion, by means of a 5^-in. x 8-in. x 7-in. Blake pump, and sup-
plied to a Cochrane open feed-water heater. After passing
WORKING A GRAVEL PIT
POWER HOUSE UNDER CONSTRUCTION
through the heater the water is forced into the boiler by a
yl/2-m. x 4-in. x 10-in. duplex outside type Blake plunger pump.
The feed-water heater, which is of 1000 hp, is mounted on an
elevated gallery, and the feed pumps are un-
derneath it. The water passes from the heater
to the feed pumps by gravity. Each boiler is
also fitted with one Penberthy injector.
The engine room contains two 20-in. x 42-in.
heavy-duty, single, non-condensing Allis Cor-
liss engines, operating at 100 r. p. m., and each
belted to a 300-kw direct-current Bullock rail-
way generator. This simple arrangement of
machinery was adopted for the reasons pre-
viously mentioned and on account of the low
cost of fuel, as the entire cost of gas for the
operation of a station is estimated at less than
$1,000 a year. Direct current was used in
place of alternating current for the same
reason — that is, to reduce the interest charges
on the plant. The drop on the feeder system
will naturally be quite large owing to the
length of line and the distribution by direct
current, and to overcome this two 250-kw elec-
trically driven boosters have been installed.
T R A C K CONSTRUCTION
The track is laid throughout with 70-lb.
364
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 11.
A. S. C. E. rails in 30-ft. lengths. The joints are the standard are on a 4 per cent grade, which is by far the steepest on the
30-in. angle-bar joints with six bolts. The rails are laid on 6-in. line.
x 8-in. x 8-ft. chestnut tics on gravel ballast, which is laid 8 OVERHEAD CONSTRUCTION
ins. under the ties. The latter are spaced 2 ft. centers. All The overhead line is built with span construction. Juniper
joints are bonded with two American Steel & Wire Company's poles with an 8-in. top and 30 ft. in length are used. A double
PLAN AND CROSS SECTION OF POWER STATION
No. 0000 concealed bonds, and cross bonds of the same size
with compressed solid terminals are used every 500 ft.
The road is practically level with the exception of one cross-
ing over the Big Four Railroad, where a pony truss with a
90-ft. span has been installed. The approaches to this bridge-
No. 000 grooved trolley is employed and 104 poles are used per
mile. The feed wire is of aluminum throughout. It is installed
in sizes equivalent to 350,000 and 400,000 circ. mil of copper,
and ime or two new types of joints for connecting the aluminum
feed wires are being tried, as well as the ordinary compressing
September io, 1904.]
STREET RAILWAY JOURNAL.
365
screw joint. The 350,000-cm feeder runs south from the power
house and the 400,000-cm feeder north. The trolley and feed-
wire insulators were supplied by the Johns-Manville Company.
The road is to be equipped with block signal and telephone
systems. The plan of power1 distribution is very simple, as the
power station will feed directly into the trolley wires at the
station, and the two boosters will feed through the aluminum
feeders 'which run from the power house to the two ends of the
road. The line is not sectioned.
CARS
The cars are designed to be always operated in the same
direction. The rear platform, which is enclosed, also serves
as a smoking compartment, having a seat extending around the
rear of the vetibule. A Smith hot-water heater is located in
this rear vestibule. The front end of the car is a motorman's
cab, which is separated by a partition from the entrance. The
interior finish is mahogany, with olive green ceiling. The
NOTES ON THE ST. LOUIS ELECTRIC RAILWAY TESTS
The two tracks between the Transportation Building and
the intramural railway to be used for the electric railway
tests, arc each about 1400 ft long, and are laid with 60-lb. rail
in 30-ft. lengths, resting 0n 6-in. x 8-in. x 8-ft. cedar ties,
spaced 30 ins. between center's. Cinder ballast is used through-
out. One of the tracks is about 3 ft. above the other, and both
are straight and level throughout. Each joint is bonded with
a No. 00 American Steel & Wire Company's bond, having a
Ji-in. head, which is expanded into the bond hole by an iron
drift pin through the center.
The line material was furnished by the Wesco Supply Com-
pany, of St. Louis, and was installed by the Exposition me-
chanical and electrical department. Wire-lock wedge-joint
steel-tubular poles 28 ft. long, and consisting of three tubes of
6-in., 5-in. and 4-in. diameter, respectively, were used. The
J^rr |rr-r~, \^rr \r~,^ |,-rr |rrr-v |rrr jnrr |^rr|rrr |^rr |rrr- \<-rr \rrr~, |
iSf cct Ry^Journal
PLAN AND SIDE ELEVATION OF STANDARD CAR USED BY THE INDIANA NORTHERN TRACTION COMPANY
color selected for these cars is rather striking, being orange
up to the window sills and lemon above the sills. The seats are
Hale & Kilburn, arranged to face permanently one way. The
cars were built by the John Stephenson Company, and are
mounted on Stephenson M. C. B. type of truck, with the Rail-
way Steel Spring Company's steel-tired wheels. The operating
equipment consists of four G. E.-73 motors, with L.-4 con-
troller. The brakes are of the Christensen type, manufactured
by the National Electric Company, Milwaukee, Wis.
The running time between Marion and Wabash is about fifty
minutes, leaving ten minutes for layover or to make up for
time lost, and allowing cars to leave each end once each hour.
This will require the operation of two cars for local service,
and, possibly, a limited car will be added, making the round
trip every two hours, with twenty-minute layover at each end.
The bond issue is $500,000 in thirty-year 5 per cent gold
bonds, or an equivalent of $25,000 per mile of track. The stock
is $500,000. The officers are: Jilson J. Coleman, of New York,
president; R. E. Breed, of Marion, Ind., vice-president; E. M.
Hunt, of Trenton, N. J., secretary and treasurer; Hon. F. S.
Katzenbach, Jr., of Trenton, N. J., general counsel, and Henry
F. Coleman, of Marion, Ind., general manager and chief engi-
neer. The road has been built under contract by J. G. White
& Company, under the immediate supervision of I. A. Hodge.
A new Cleveland Electric Railway band has been formed by
the consolidation of the old band of the same name with that
of the Cleveland City Railway- The new band now has sixty
uniformed members, all of whom are street railway employees.
poles were not quite long enough for the higher of the two
tracks, and the setting is therefore somewhat out of the ordi-
nary. A wooden plug was driven into the bottom of each pole
and allowed to project out 2 ft. The poles were then placed in
6-ft. holes, 18 ins. in diameter, and the holes filled with con-
crete, consisting of two parts neat Portlant cement and five
parts finely crushed rock. The poles are all placed between
the two tracks, and Hercules double brackets of 9-ft. span were
used. The Wesco form "M" hanger and form "M" trolley
clamp are employed throughout. The trolley wire is No. 00
round copper, furnished by the American Steel & Wire Com-
pany. The latter company has also loaned 3000 ft. of duplex
lead-covered cable for delivering alternating current to the
track from the Bullock exhibit in the Palace of Electricity.
The tests on the Hunt storage-battery locomotive are finished
and the observers are busy working up the results. The alter-
nating-current rail loss tests in the Bullock space, Palace of
Electricity, are nearly done, and it is expected as soon as they
are completed to make some alternating current loss tests on
the test tracks, using the Bullock machines as they are now
arranged for the work on single rail lengths.
hi the tests on the Bullock space considerable difficulty has
been experienced in measuring drops, but by means of raising
pressure transformers it has been possible to secure results.
The entire pressure reading outfit has been calibrated in place
by means of a General Electric volt dynamometer. A General
Electric pressure transformer, designed for a minimum of 30
volts and various ratios of transformation from 2 to 16 lo 1,
was used with a Stanley hot-wire voltmeter. The actual pres-
sures are from 1-16 volt (o 2 volts, and the transformer ratios
366
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
were found to be about 25 per cent low, due to the compara-
tively large exciting current at these low pressures.
A series of car runs on the lines of the St. Louis Transit
Company for the purpose of testing the Christensen air-brake
apparatus have just been concluded. One of the large St. Louis
cars was placed at the disposal o.f the commission, and fully
equipped with the necessary instruments, and was run in regu-
lar service on the Park Avenue line. Six seats were roped off,
equipped with tables, and a corps of nine observers on each of
two shifts took data on the runs. The car was equipped with
a 22-hp Christensen compressor, with its standard regulating
device and storage tank. An additional automatic cut-out was
provided to stop the compressor when the motorman took air,
so as to render it possible to measure all air compressed. The
car is equipped with a 7-in. brake cylinder, in common with
the rest of this type of car, and the regular brake rigging is
employed. A recording pressure gage, loaned by the West-
inghouse Air Crake Company, was used on the brake cylinder.
Indicating pressure gages were placed on the storage tank and
on the brake cylinder. Current taken by the compressor was
measured by a Weston instrument. All these instruments were
read when the compressor started and stopped, or when the
brakes were applied, as the case may be. The brake piston
travel for various pressures was very accurately determined
and the conditions of each stop carefully noted, and some in-
teresting results on the amount of air per stop are looked for.
In addition to this, five-second readings were taken of line
voltage, and line current was taken on an Armstrong record-
ing ammeter, loaned by the General Electric Company. A
Boyer speed recorder and a magneto tachometer were used for
speed readings. The magneto tachometer consists of a small
telephone magneto with commutator driven by friction wheels
bearing on one of the car axles.
The car was run in regular service, and on one trip carried
140 passengers. Runs were made on both dry and wet days,
with several motormen, so the test will give the air consump-
tion under practically all conditions. This same car is now
being tested with the storage-air system, the tests as outlined
above being duplicated.
CAR HOUSE FIRE TEST IN CLEVELAND
CURRENT REQUIRED FOR HEATING A THIRD RAIL
Some interesting experiments as to the amount of current re-
quired for heating a third rail to remove sleet were conducted
in Bridgeport last winter by Wm. Grunow, Jr., assisted by
W. T. Oviatt and R. B. Davis, of the Connecticut Railway &
Lighting Company. A 70-lb. T-rail 30 ft. long was used and
was heated by means of a steel wire carried under the head of
the rail and insulated from it by porcelain bushings. Wood
protections were employed to shield the rail from wind and to
maintain its temperature. With the air at 15 degs. F., the tem-
perature of the rail was raised 19 degs. in fifteen minutes ; and
with the air 21 degs., the temperature of the rail was raised
19 degs. in twelve minutes. The energy consumption during
these fifteen minutes was equivalent to 90 kw if the heating
had been applied to a i-mile length of the same section of rail.
♦ ♦♦
The Lake Shore Electric Railway Company has perfected
an arrangement with the government life-saving department
to handle an emergency life-saving outfit which will be main-
tained on a flat car at Lorain, and will be ready for emergency
calls at any points between Sandusky and Cleveland, the elec-
tric line being within sight of the lake over this entire division
of the system. The contract was made with the company by
Captain C. A. Abbey, superintendent- of construction of the
United States Life Saving Service, who is enthusiastic over
the possibilities of the plan for improving; the efficiency of the
service in that district.
A remarkable test of a fire extinguisher outfit designed espe-
cially for the protection of car houses was made in Cleveland
the latter part of August, and was witnessed by a number of
prominent traction officials of that city and vicinity, together
with insurance men and representatives of the fire department.
The experiment was of a hazardous character, but it was en-
tirely successful, and the results seemed to indicate that the
adoption of the system by street railway companies will un-
doubtedly result in the practical elimination of the great num-
ber of disastrous car house fires which have embarrassed street
railway companies in the past.
As is well known, the car house is considered by insurance
companies as one of the most hazardous risks known, and the
numerous fires of this character have had the result of increas-
ing the premiums until car house insurance has grown to be a
very expensive item with big companies. A car house fire is
disastrous to a street railway company not only through the
actual value of the property destroyed, but the absence of roll-
ing stock involves a loss of business until new cars can be
secured to handle the traffic. The scheme of installing auto-
matic sprinkler systems has operated satisfactorily in stores and
INTERIOR CAR HOUSE SHOWING SPRINKLERS— REAR END OF
BUILDING KNOCKED OUT FOR BETTER DRAFT
factories, and it has been tried in car houses, but it has not
been altogether successful, due to the fact that the sprinklers
have been suspended from the roof, and the water falling on
the roofs of the car is prevented from reaching the fire until it
is beyond control, owing to the fact that the fire usually origi-
nates inside the car.
Recently, Henry N. Staats, of Cleveland, manager of the
Traction Mutual Fire Insurance Association, which, as is out-
lined in another column of this issue, has been formed for the
purpose of insuring traction properties, conceived the idea of
placing automatic sprinklers between the rows of cars in a
barn. He presented the plan to the Cleveland manager of the
General Automatic Fire Extinguisher Company, who at once
saw the advantages of the scheme. With a view to giving the
plan a practical test, it was presented to Horace E. Andrews,
president of the Cleveland Electric Railway Company, who,
after some hesitation, agreed to the company's proposition to
install the system in a car house filled with cars and then de-
liberately set fire to the house. Mr. Andrews insisted that the
trial should be made under the most extreme conditions and
that a series of tests should be conducted embodying the vari-
ous causes from which car house fires usually originate.
The building selected was an obsolete frame car house at the
corner of Quincy Street and Bolton Avenue, which is isolated
from surrounding property and is used for car storage. The
September io, 1904.]
STREET RAILWAY JOURNAL.
367
piping was, of course, of a temporary character. A 6-in. iron
pipe from the city main was rim through the adjoining lot, ex-
tending the full length of one side of the building. From this
two 5-in. lines extended into the house. Two vertical 5-in.
mains supplied the sprinklers in the house. Across the rear of
the house and connected with the main from the street, was a
4-in. main, both ends of which were connected to Siamese
CAR THAT STOOD WITHIN A FOOT OF DAMAGED CAR
steamer connections, so that pressure from fire engines could
be turned into the system if necessary. The piping in the roof
followed the General Fire Extinguisher Company's usual prac-
tice, the sprinkler heads being placed in rows 7 ft. apart and
staggered so as to distribute the spray. The sprinklers between
the cars, which was the new feature of the system, were sus-
pended from pipes leading from the roof, and were level with
the center of the car windows. The sprinkler heads in both
cases were the standard Grinnell type, which have been used by
the company for a number of years. The valve in the head is
held in place by a central column, which is soldered with a soft
metal, fusible at any predetermined degree of heat. In this
case they were set for about 150 degs. The water as it is re-
1NTERIOR OF FIRST CAR AFTER FI RE. FIRE STARTED UNDER
SEAT
leased strikes an umbrella-shaped head, provided with serra-
lions, so that the water is diverted in a heavy spray over a
radius of about 16 ft. Thirteen obsolete single-truck cars were
placed in the bouse as closely together as possible. The ex-
periments were conducted by employees of the Cleveland Elec-
tric Railway, under the direct supervision of President An-
drews, Secretary Davies, Chief Engineer Cook and others.
Two fire steamers bad lines connected with the sprinkler sys-
tem, and other lines of hose were laid ready for an emergency.
In the first test the fire was started in car No. 200, located
exactly in the center of the house, and in a manner similar to
that in which fires usually originate in cars, viz : by means of a
short-circuit. Two arc light carbons were connected to the
motor circuit, and a piece of fuse wire was placed between the
two carbons, which were about an inch apart. The carbons
EXTERIOR OF SECOND CAR
were placed beneath a seat, and when the current was turned
on the fuse melted and an arc was formed, which speedily set
fire to the seats. In three minutes the interior of the car was
in flames and the windows on the sides and transoms com-
menced to break. Within three minutes from the time the first
sprinkler was opened the fire, both inside and outside, was en-
tirely extinguished. Twenty-seven sprinklers were opened in
this test.
The second test was even more severe, as it was started from
below the car floor; car 198, located directly in front of the
first car, being used. To provide better draft, a number of
boards in the rear of the building were knocked out. In this
test oily waste was placed over the carbon points and a number
INTERIOR OF SECOND CAR AFTER FIRE. FIRE STARTED
UNDER FLOOR
of seats were piled on the tire after it was started. The second
fire gained good headway and the flames burned through the
upper deck and mounted to the roof of the building before the
sprinklers opened. Souk- idea can lie gained of the heat from
the fact that glass in the w indows melted and incandescent
lamps were twisted all out of shape. In the first trial the in-
terior of the car had been badly damaged, while in the second
it was completely ruined. For a few seconds it looked as
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
September io, 1904.]
STREET RAILWAY JOURNAL.
369
though the second experiment was a failure and the building
doomed to destruction, but within about four minutes after the
first sprinkler opened, the fire was out. The roof of the build-
ing was burned slightly, but the roof sprinklers took care of
this fire. The remarkable feature of the tests was the fact that
in neither case were the cars on the adjoining tracks injured
in the least, beyond a little scorching of paint, and not a win-
dow in these cars was broken. In both cases the experiments
were made with ordinary city pressure, which varied between
20 lbs. and 25 lbs. After the second fire was extinguished, at
the suggestion of President Andrews, the steamers were con-
nected on the pipes, bringing the pressure up to about 50 lbs.
It was then that the full efficiency of the system was seen, as
the water came down in a solid mass that would have deluged
any fire, no matter how severe. This illustrated the pressure
that could be obtained by means of a water tower erected on a
building. Even greater pressure could be obtained in cases
where a car house adjoins a power station and where pumps
could be connected to the system with little delay.
The test was pronounced entirely satisfactory and successful
by all the street railway men and fire officials. The only sug-
gestion made was that had the sprinklers between the cars been
placed 12 ins. to 18 ins. higher, more water would have been
thrown through the transoms. If this had been done the dam-
age to the interior of the cars would have been less, since in
both cases the flames seemed to break through the ventilator
windows before they did through the side windows. The most
interesting point demonstrated was that a fire breaking out in
a car can be confined wholly to that car without injuring any
of the others. The system is effectual in winter as well as in
summer, because in cold weather the water is drained and the
pipes above ground are kept under an air pressure which re-
leases the water as soon as the air exhausts through the ex-
ploded head. The heads are of such shape and construction
that they cannot be opened by an accidental blow, and each
INTERIOR OF CAR HOUSE, SHOWING CARS ONLY 1 FT. APART
head is independent of the others. The test described illus-
trated a most extreme case. The barn was very old and had
low shingle roof on timber supports. The cars were closer
together than is now ordinary practice, and the fire was aided
in starting by opening the rear of the building, allowing the
draft a clean sweep.
The test was of unusual interest to Cleveland managers, be-
cause within the past few years nearly every road radiating
from the city has experienced car house fires and incurred
severe losses. It also attracted attention because of the fact
that the Traction Mutual Insurance Association, recently or-
ganized by the Cleveland managers, will insist upon unusual
methods ol fire protection for the properties which it insures,
and this test seems to point a long step toward safety.
On Aug. 30 the operating department of the Cleveland Elec-
tric Railway Company made another series of interesting tests
with the automatic sprinkler system installed in its Bolton
Avenue car house. The tests were made to demonstrate the
efficiency of the so-called dry system in connection with the
sprinklers, and also to demonstrate what would be the result of
a large fire such as might have its origin in the well-planned
efforts of a firebug to destroy the property.
The dry system is unique in that it is planned with the idea of
SHOWING PIPE IN YARD
preventing the pipes of the sprinkler system from freezing
during cold weather. This is effected by removing the water
entirely from the exposed portions of the system and substi-
tuting air pressure sufficiently strong to keep back the force
of the water. The dividing point between the air and the
water is below the surface of the ground and is marked by a
large valve which is so arranged that the balance is as 8 to 1
against the water. That is to say, when 1 lb. of air is present
on one side of the valve it is holding back 8 1-bs. of water on the
other side. The sprinkler heads in the system are air tight,
and all the joints in the piping are designed to stand a fair
amount of air pressure. When the heat has become sufficiently
intense to melt the metal cap which holds the sprinkler head
closed, the air is released and the water immediately follows.
The first fire was started in a car in the rear of the house,
and, as in the previous tests, the flames were extinguished be-
fore any damage had been done to surrounding cars. The
second test was made very severe. A fire was started in a car
in the rear of the house adjoining one of the wood walls. All
the doors, windows and traps were opened to give excessive
draft, and large heaps of tinder, including shavings, car seats
and waste, thoroughly soaked with oil, were piled on the flames.
In this test the fire gained terrific headway and the car was
badly consumed, but the sprinklers extinguished the fire before
the building was damaged.
The officials of the company are pretty well satisfied that the
system will save a building even under the most adverse con-
ditions, and the indications are that other car houses will be
equipped with the system.
♦ ♦♦
T. F. Grover, general manager of the Eastern Wisconsin
Railway & Light Company, which operates a one-hour line
between Fond du Lac and Oshkosh, has devised a very effective
means of advertising this and other routes by issuing a novel
colored hanger which can be conspicuously hung in stores and
other places. The hanger represents a man carrying one of
the company's fine interurban cars. Above him is the slogan,
"Take the Yellow Car," and below information regarding time
tables, connections and chartered cars.
37"
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
AIR BRAKES IN CITY SERVICE
BY EDWARD C. BOYNTON
Something has recently been written about the economy of air
brakes and the general advisability of their use in city service.
The latter question has been settled as regards double-truck
cars in nearly all the large cities in the country in favor of the
air brake.
Several questions confront the management when consider-
ing the use of air: Are the cars worth the additional expense?
for air brakes are undoubtedly expensive. What advantages
will they gain by their use? What will be the cost of main-
tenance ?
The first question is not very difficult to answer. All large
systems are continually buying new cars, and it is needless to
say that the oldest cars are probably not worth the expense.
As to the second question, there seem to be three advantages
gained over the hand brake, viz: The ability to maintain a
faster schedule ; the decrease in accidents due to the emergency
stop, and the slight economy in power consumed by the car.
Several competitive tests against the hand-braked car have
proved this, but as the saving is so slight it is only necessary
to convince the management that more power is not being used
to drive the independent motor compressor than was used
before.
In regard to the ability to maintain a faster schedule, in city
as well as interurban service, it is well known that acceleration
plays a most important part, but acceleration is both positive
and negative, and they are equally important. The time has
come when the amount of acceleration, either positive or nega-
tive, must be limited by the comfort of the passengers. This
renders necessary a uniformly accelerated start and stop as
near as it is possible to secure it.
The modern car controller aims to make the positive accelera-
tion as uniform as possible, though, to a large extent, it is still
dependent upon the skill of the motorman, as is also the nega-
tive acceleration in stopping with the air brake. An accelera-
tion both positive a-nd negative of 2 miles per hour per second
can be obtained in a modern car equipped with air brakes with-
out discomfort if fairly uniform. The resulting increase in
schedule speed even in city service under the above conditions
is remarkable.
The emergency stop with the air-braked car, while it may
nearly cause the passengers to "change seats," has undoubtedly
been the means of preventing some loss of life as well as the
saving of thousands of dollars in damage to equipment. Al-
most every road which has used air brakes for the past few
years can testify to the truth of this statement, and many cases
have occurred under the writer's personal observation.
The cost of maintaining an air-brake equipment varies in
about the same proportion as the cost of maintaining the mo-
tive power of the car. It depends entirely upon the existing
conditions on the different roads.
These conditions mean not only the physical characteristics
of the road as regards grades, etc., but also on the kind of care
and inspection the equipment receives from those immediately
in charge. In this last condition lies the whole secret of the
cost of maintenance. Rigid inspection daily of the air-brake
equipment is as necessary as the inspection of the motors and
controllers.
In nine cases out of ten the failure of an air brake is due to
such trifles as a wornout carbon brush in the motor compressor
or some disarrangement of the connections to the automatic
governor, which can be repaired in less than five minutes, and
are nearly always due to careless inspection or, more often, to
no inspection at all. The result is that the cost of maintenance
on different roads varies to an astonishing degree" so also does
the cost of maintaining the motive power.
Instances are on record where air brakes have been in service
for upward of four years and nothing done except to keep
bearings oiled and brushes in place. The cost of maintenance
in the above case is almost negligible for those four years.
Other cases are known where bearings soon went down for
want of oil, and other troubles arose for lack of attention, and
the cost was high.
Another road will adopt air whistles without thinking that
the whistle uses more air than the brake. The increased use
of air will naturally increase the cost of maintenance. One
large system using many air-brake equipments kept a careful
record of repairs and found that it cost approximately 30 cents
per month per car, or about 1 cent per day. This is a fair
average record, but of course did not include brake shoes.
♦♦♦
STANDARD FORM OF REPORT OF THE INTERNATIONAL
TRAMWAYS AND LIGHT RAILWAYS ASSOCIATION
In the following four pages a reproduction is given of the
standard form of monthly report recommended by the commit-
tee appointed to report on this subject at the Vienna conven-
tion of the International Tramways and Light Railways Asso-
ciation, which was held this week. This report was rendered
by H. Geron, manager of the Cologne Street Railway Com-
pany, now in liquidation, and was presented in behalf of the
committee, which consisted of Messrs. Geron, Haselmann, L.
Janssen, J. Kessels, E. Lavalard and E. A. Ziffer. The report
explains the few slight changes introduced in the form since
the last report rendered at the London meeting of the associa-
tion, and also replies to suggestions which were made by mem-
bers of the association at that convention and which were re-
ferred to the committee. One of these related to the desirabil-
ity of including in the operating report the amounts charged
off for depreciation and sinking funds. On this point the com-
mittee suggested that it has not been considered desirable to do
this from the fact that there is no regular practice among the
different companies as to the amount to be charged off to these
two funds. Many companies charge off a higher amount in
good years than in poor years, many others increase the
amounts from year to year, and in other instances the amount
to be charged off is regulated either by the charters of the
company or by municipal enactments. In view of these facts
the committee recommend the establishment of a special ac-
count to be called "II, Renewal and Sinking Fund Account,"
to cover these charges.
Another point brought up was the sub-division of Account
8, General Expenses, which has now been sub-divided to cover
taxes, payments to abutting property owners, fire insurance,
accident insurance, etc.
The committee states that thirty companies have already
adopted this form of report, including the Vienna Municipal
Tramways, the Continental Company of Nuremberg, and com-
panies in Lyons, Elberfeld, Brussels, Munich, Odessa, Dessau,
Cologne and elsewhere.
Another point brought up at the London meeting was the
desirability of establishing some relation between motor-car
kilometers and trail-car kilometers, so that a single unit could
be used as a basis of comparison. The committee reports that
a great many companies use as a unit one in which the trail-
car kilometers are considered as one-half that of the motor-
car kilometers — that is, if the motor-car kilometers are repre-
sented by in and the trail-car kilometers by ;-, the total car-
kilometers would be considered to be m -\- l/2r. Others use the
formula 111 -|- 1-3;'; while still others employ the unit "train-
kilometers." The practice, however, is tending toward the use
of m -[- y2r, and this is recommended by the committee.
The committee then submits the form shown in the following
four pages, and in its report gives definitions of the different
accounts.
September io, 1904.]
Commencement of the fiscal year.
STREET RAILWAY JOURNAL.
MONTHLY OPERATING REPORT
ot ( Name of Company)
19 Month oi.
3?'
.19. . . .
GENERAL RESULTS OF
OPERATION
Gross earnings (a + b ) . . .
Operat'g expenses {a + b )
Net earnings or loss from
operation*
FOK THE MONTH
this year
last year
Since commencement of the
fiscal year
this year
last year
GROSS EARNINGS FROM
OPERATION
1. Ordinary fares . .
2. Transfer tickets.
3. Commut'n tickets
4. School tickets. . .
5. Workmen's t'kts
6
7
8. Chartered cars . .
9. Baggage
10. Goods \ £xPrff
( Freight.
11. Advertising
12. Miscellaneous...
Total (a) (1 to 12)
13. Sale of current.
14. Rent of meters.
15
16
Gross earnings (a +b).
For the month
this year
last year
Since commencement of the
fiscal year
this year
last year
EMPLOYEES
f Managers
\ Pers. of gen. office
f Superintendents .
Pers. of office.. . .
" of store r'm.
" of depots .
2. -j Inspectors
Starters
Motormen
Conductors
[ Brakemen
f Chief engineer. . .
2 J Engineers
1 Firemen
[ Helpers
4 /Overhead men..
' \ Helpers
( Master mechanic
5. ■< Workmen
(.Helpers
f Track engineer.
%■ 1 Track inspectors
' ( Track men
this last
month month
Miscellaneous .
Total
Same
month
last
year
this month
this year
last year
■ Length of line
operat'd during
OPERATING EXPENSES
(IV.)
s
H
1)
o
1. Management
2. Operation
3. Power plant
4. Electric line
5. Rolling stock. . . .
6. Track & roadway
7. Buildings
8. General expenses
Total (a) (1 to 8)
(b) 9. Miscellaneous
Total expenses (a + b).
For the month
this year
last year
Since commencement of the
fiscal year
this year
last year
PER KM CALCULATED
In the month
this
year
last
year
For fiscal year
this
year
last
year
per ton
km
in the
month
per km of
track
o
Earnings.
Expenses
Net earnings*
Motor cars (m).
Trail cars (r). . .
Service cars
Train -km
Km.calcul'td(»z-
Seat km.
Ton km
5 for the tramway.
I (total)....
3 per car km
'f per ton km
U
Passengers carried.
[ by loaded cars.
by empty cars.
1
Total.
Rolling stock Motor Trail
in service ....
in reserve. . . .
in repair shop
Total.
Passes in force during )
month J
OBSERVATIONS
* Deficits are written in red ink.
372 STREET RAILWAY JOURNAL. [Vol. XXIV. No. tl.
SUBDIVISION OF THE EXPENSES OF OPERATION (IV.).
ITEMS
For Month
Same Month
Last Year
Labor
Material
Miscellaneous
Total
Total
10
11
12
13
14
15
19
X. 1*1 A IN A l_i E.1V1 n-IN 1
Salaries of the managers and staff.
Office supplies, advertising, cost of carriage, telephone,
Heating, lighting and cleaning of offices, maintenance of
Miscellaneous
20
21
22
23
2-10
241
25
20
27
2>
20
30
30
37
3H
30
40
41
42
43
44
45
46
47
48
40
50
510
511
520
521
522
523
531
540
541
55
56
57
58
59
2. Operation
Salaries of traffic manager and stafi and of store rooms..
Motormen, conductors, switchmen and brake inspectors
Office supplies, printing, cost of carriage, tickets, tele-
phone, telegraph
Heating, lighting and cleaning of offices, passenger sta-
O . 1 \J W c. lx J 1 A 1 IUiV
Current for traction and / incliHini? , . . u t. \
lighting of cars (not including electrlc heating) . .
Furnished by the power station of kw-h at
4. Electric Line
Bonds and return feeders
Salaries of foreman and staff.
— -
Maintenance of body, brakes, shoes, couplers, gongs,
Maintenance and painting of car bodies. .
Repairs occasioned by accidents
Maintenance of the other electrical equipment of the
cars (including the contact device, but not including
Maintenance, cleaning and heating of shops, car
Rent of meters and consumption of current by motors in
Rent of meters for lighting shops and car houses
September io, 1904.] ' STREET RAILWAY JOURNAL.
SUBDIVISION OF THE EXPENSES OF OPERATION (IV '.)— Continued
373
ITEMS
For month
Same month
last year
Labor
Material
Miscellaneous
Total
Total
6. Track and Roadway
H T * . r . ' 1*11 1
Maintenance ot stopping signs and miscellaneous poles.
Rent tor use of lines in common with other companies
7. Buildings
Car houses, shops, store houses, passenger stations, etc.
8. General Expenses
__
9. Miscellaneous
60
61
62
63
64
65
66
67
68
6!)
70
71
72
73
79
80
81
82
83
84
85
86
89
90
POWER STATION
BOILERS
STEAM ENGINES AND GENERATORS
Nos.
Heating
Surface
in m-
During the month
Nos.
Horse
power
capacity
During the mon i h
Hours
Feed
water
in cu. m
Evaporated per kg.
of coal
Hours
Kw-h. produced (A)
Output in
per cent
of rated
capacity
in service
in reserve
in repair
Starting fires
in service
in reserve
in repair
to date
last year
included
not
included
I
II
III
IV
V
VI
I
II
III
IV
V
VI
Total or
Aver.
374 STREET RAILWAY JOURNAL. [Vol. XXIV. No. u.
EXPENSES OF POWER PLANT
SUBDIVISION OF EXPENSES
Expenses
Total for Month
Per Kw-h
for month
This Year
Last Year
This
Year
Last
Year
30
310
3ii
312
313
314
320
321
322
323
324
325
33
„, , / including . . , \
Fuel (not including heating by steam )
g>S2 r Coal '. kg at frs -5
5» I " SJ2
s?5i ■« " " c3
Total kg frs
Wood
Maintenance of engines, boilers, piping, pumps,
Labor
Material
Miscellaneous
Maintenance of the dynamos, transformers, switch-
Maintenance (acid, water, etc.) of the storage bat-
Cleaning, lighting, heating of the power station and
MISCELLANEOUS STATISTICS.
STATISTICS OF POWER CONSUMPTION
A. — Kw-h generated.
Charge Kw-h
Discharge "
Difference
Generated Kw-h
Output
Difference
Exciters.
Average consumption in plant for
lighting motors, etc
Total B.
For the tramway (as per meter, de
ducting current sold and loss in
transmission system)
Sold to outside parties (by meters or
on contract)
For loss in transmission supply to
outside parties
For lighting offices, repair 1 j
shops, etc la'
For motors in repair shops. . f » <
For experiments J |
Total C.
For the Month
This Year
Efficiency. . %
Last Year
Efficiency. . %
% of Kw-h
Generated
inc. inc.
this last
Daily output maximum
Daily consumption maximum of the tramway
Maximum of power sold
Maximum momentary load for the tramway
" " " " outside supply
(date) kw-h.
volts
amp.
C ) Cost of kw-h furnished to the system
Change in Construction Account During
the Month
Item
Increase
Decrease
Total
Showing the construction account
at the date of the report
Note. — All statistics should be as exact as possible. If
certain expenses cannot be exactly stated they should be given
approximately and the conditions should be noted.
Expenses for taxes, insurance, damages, rent, etc., should
be pro rated monthly. If this cannot be done exactly at the
beginning of the year the expenses can be stated approximately
and the necessary changes can be made during the later
months.
The expenses of maintenance and repairs should be those
properly so-called and not the cost of new apparatus or expenses
properly to be charged to construction.
Expenses for interest and sinking fund are not figured in
this report.
The cost of current indicated on pages 2 and 3 is based on
the kilowatt hour furnished to the entire system (C).
Of
, 190.
Signed,
September 10, 1904.]
STREET RAILWAY JOURNAL.
375
PROGRAM OF THE TWENTY-SECOND ANNUAL MEETING OF
THE STREET RAILWAY ASSOCIATION OF NEW YORK
All arrangements have now been completed for the twenty-
second annual convention of the Street Railway Association of
the State of New York, which is to be held in the New Century
Club auditorium at Utica, N. Y., on Sept. 13 and 14. The ex-
ecutive committee has spared no pains in providing for the in-
struction and entertainment of the visitors, and from present
appearances the coming meeting will eclipse all previous con-
ventions of the association. The officers of the association,
as well as the management of the Utica & Mohawk Valley
Railway Company, have extended a cordial invitation to attend
the convention to street railway managers in other States, and
also to the supply men.
The headquarters of the association will be at the New Cen-
tury Club auditorium. Delegates and guests will register and
there receive a badge from W. W. Cole, secretary, which badge
is supplied by the association. Delegates and visitors will be
entitled to free transportation during the convention on the
lines of the Utica & Mohawk Valley Railway, upon showing
this badge to the conductor.
One of the most interesting features of this convention will
be the special trial runs to be made with the General Electric
Company's new single-phase railway motor on one of the lines
of the Utica & Mohawk Valley Railway Company. Seven
miles of trolley line have been equipped for 2200 volts between
Oriskany and Rome, and runs will be made between the con-
vention hall and Rome with a car equipped with compensated
alternating-current motors. From Utica to Oriskany the mo-
tors will run with direct current and from Oriskany to Rome
with alternating current. It is expected that W. B. Potter, of
the General Electric Company, will be present and will have
charge of the tests.
The formal proceedings of the convention will begin with a
conference of the executive committee at 9:30 a. m. on Tues-
day, Sept. 13. At 10 a. m. this session will be followed by a
meeting of the association, which will receive the various of-
ficial reports and take up the reading and discussion of the
papers presented, of which a detailed list is given below. Upon
completing this work, arrangements will be made for the nom-
ination and election of new officers and the selection of a place
for the next meeting.
At 10:30 a. m. the ladies' entertainment committee will call
on the visiting ladies at the New Century Club auditorium,
corner of Genesee and Hopper Streets, to accompany them on
a trolley ride over the line of the Utica & Mohawk Valley Rail-
way to Clinton. At Clinton carriages will be in waiting for a
drive to the summit of College Hill and about the campus of
Hamilton College. The party will return to the cars and pro-
ceed directly to the Yahnundasis Golf Club, Genesee Street,
where luncheon will be served at 1 :30 p. m. At 3 :30 p. m.
special cars will call for the ladies at the Yahnundasis Golf
Club, and they will be taken by the way of Frankfort, Uion,
Mohawk and Herkimer and the "Big Bridge" to Little Falls,
returning in time to prepare for the annual banquet, which will
be held at 7 130 p. m. at the banquet hall of the Masonic Temple.
Promptly at 9 130 on Wednesday morning the association
will take up unfinished business and discuss the contents of
the question box. This meeting will adjourn at noon.
The entertainment feature of the morning will be a carriage
ride up the beautiful Sauquoit Valley, through New Hartford
and to the Sadaquada Golf Club overlooking New York Mills,
where luncheon will be served.
At 2 p. m. there will be a trip in special cars from the Sada-
quada links for a trip through the historic Oriskany battle-
field to Rome, returning directly to Summit Park, where, later
in the afternoon, luncheon will be served.
The following is a list of the interesting papers prepared for
this meeting:
"Power Distribution of the New York City Railway Lines,"
by M. G. Starrett, chief engineer of the New York City Rail-
way. The discussion on this paper will be lead by C. E. Roehl,
electrical engineer of the Brooklyn Rapid Transit Company.
"Progress of Freight and Express Business on Electric Rail-
roads," by C. E. Van Etten, general freight agent of the Brook-
lyn Rapid Transit Company.
"The Best Method of Maintaining Car Equipments," by H.
A. Benedict, electrical and mechanical engineer of the United
Traction Company, Albany, N. Y.
"The Comparative Merits of Long and Short Cars in City
Service," by W. J. Davis, Jr., of the General Electric Company.
The Union Switch & Signal Company will present a paper
on signals, which will be discussed by State Railroad Com-
missioner Barnes and others.
Papers are also to be submitted by J. P. E. Clark, general
manager of the Binghamton Railway Company; R. E. Dan-
forth, general manager of the Rochester Railway Company;
H. M. Beardsley, auditor of the Elmira Water, Light & Rail-
road Company, and three or four others.
The innovation at this convention, the question box, is under
the direction of W. M. Probasco.
WHEELS IN LIVERPOOL
In a report recently presented to the Tramways Committee
in Liverpool by the general manager and engineers of the
Liverpool tramways, some interesting particulars of the ex-
perience with wheels is brought out. The wheels of the Ger-
man cars, which were the first to be used in Liverpool in 1898,
were steel tired, and those of the American cars, which fol-
lowed, were chilled cast iron. The steel tires "spread" in run-
ning, became loose and out of gage, and were ultimately aban-
doned in favor of the chilled wheel, which was giving much
better results on the cars received from America. About 1900
the British manufacturers commenced the production of special
steel-tired wheels for street railway service, and experiments
with these wheels were carefully watched. In May, 1902, a
number of selected tires were placed in service in Liverpool,
and later it was considered desirable to try tires of all the
representative makers. Fifty-two of the cars are now fitted
with steel-tired wheels, none of which has yet worn out, and
therefore final figures cannot be quoted. Very divergent re-
sults have, however, been obtained. The mileage per unit of
wear has varied to the extent of 50 per cent, indicating the im-
portance of selecting tires of suitable composition. The aver-
age life of the steel-tired wheels is estimated at 60,000 miles.
The average life of the chilled wheel was 35,000 miles.
The engineers are now engaged on the design of a new steel-
tired wheel, which, it is thought, will cost 50 per cent less than
the price at which such wheels can at present be bought in the
market, and which, it is believed, will afford a life considerably
in advance of the average of the former steel-tired wheels. It
is hoped that on trial this new wheel will be found suitable for
general adoption.
The St. Louis Transit Company is fitting to all its cars on
the World's Fair lines bar window guards extending the full
height of the open windows. The change was deemed advisable
after several severe accidents had happened to people who,
through curiosity, had put their head out of the window, not-
withstanding the protection offered by the ordinary four-bar
guards. For any but World's Fair crowds these high guards
would not be so necessary.
376"
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
RACING ON THE ROCHESTER & EASTERN
The Rochester & Eastern Rapid Railway Company recently
offered a series of prizes for photographs taken along its line
by amateur photographers. These prizes were recently
awarded, and the accompanying engraving is a reproduction of
the photograph which took the first prize. The view is taken
at a point about 2 miles west of Victor, where the tracks of the
Rochester & Eastern Rapid Railway Company run parallel
with the Auburn branch of the New York Central Railway for
over a mile. Racing between the steam trains and electric cars
occur almost daily, and the photographer was fortunate in
being able to snapshot one of these competitions of speed. As
the view shows, the electric car was leading at the time that
to Friday, inclusive, leaving Moorestown at 7:01 a. m., 8:01
a. m., 8 44 a. m. and 9:31 a. m. ; also at 4:31 p. m. and 6:14 p. m.
Returning they leave the ferry terminal in Camden at 8 a. m.,
8:50 a. m., 3:50 p. m., 4:30 p. m., 5:20 p. m. and 6 p. m. On
Saturdays four express trips are run -in the morning from
Moorestown and two from the Camden terminal. There are
no express cars on Saturday afternoons and none on Sunday.
After leaving Moorestown the platform gates are shut and no
one is allowed to board the car until Camden is reached. The
time saved by not making intermediate stops is about fifteen
minutes for each trip. Two cars are required for the service,
and these cars make the round trip in ninety minutes.
To secure this service the Moorestown Rapid Transit Club
guaranteed the railway company that the receipts should not
SPEED COMPETITION BETWEEN STEAM TRAIN AND ELECTRIC CAR NEAR ROCHESTER
the photograph was taken. The result of this race is not men-
tioned, but it is understood that the electric cars are often win-
ners in these contests.
♦♦♦
CHARTERED CARS ON THE CAMDEN & SUBURBAN
RAILWAY
The suburban traffic on some of the long lines of the Cam-
den & Suburban Railway Company has always been large, but
the running time has necessarily been somewhat low on ac-
count of the legal requirement for the cars to stop and take on
passengers at all crossings where passengers desire to board
the cars. One of the largest suburban towns in the neighbor-
hood of Camden is Moorestown, and the business men in Cam-
den who live in Moorestown have been for a long time anxious
to have the company institute an express service between
Moorestown and Camden. As this could not be done satisfac-
torily under the existing ordinances, some of the residents in
Moorestown decided to form a club and charter cars, which
would of course not be required under the law to take local
passengers. As a result, the Moorestown Rapid Transit Club
was organized, and arrangements were made with the Camden
& Suburban Railway Company to supply to the members of the
club an express service between Stanwick Avenue, Moores-
town, and the ferry terminal in Camden, a distance of about
11 miles. Express cars are run from Moorestown on Monday
be less than $2 per car-hour. The service was started on Aug.
8, and the receipts have already risen from 50 cents per car-
hour to $1.60 per car-hour. No cash fares are receiv4ed and no
tickets are sold on the cars. Passengers can ride only on
tickets issued by the club or its representatives in Moorestown,
and which are sold in books of ten for $1. These tickets carry
no transfer privileges in Camden. The constitution of the club
provides for two classes of members, executive members and
participating members. Any one can become a participating
member by purchasing a package of tickets. As the organiza-
tion of a club of this kind is very novel, it may be of interest
to state that the secretary of the club is H. C. Heulings, a
prominent business man of Camden, "whose office is in the
Masonic Temple of that city. The club has been regularly
incorporated under the laws of the State of New Jersey.
"Trolley Talk" is a little flyer which the Pittsburg, McKees-
port & Connellsville Railway Company distributes to its
patrons. It contains some sound advice to the public about
traveling on the cars, interesting points traversed by different
branches, and in other ways does good work in making for a
better understanding between the railway company and its
patrons. J. M. Brown, the company's superintendent of trans-
portation, states that this publication is giving very good re-
sults in the way of increasing regular and special car traffic.
September io, 1904.]
STREET RAILWAY JOURNAL.
377
COMBINED RUNNING BOARD AND WHEEL GUARD
A NEW SCROLL SAW
The Boston Suburban Electric Companies has recently al-
lowed to be demonstrated on one of its Wellesley cars the fold-
ing running board shown in the accompanying illustrations.
This running board, which is the invention of M. S. Nolan, of
Waltham, Mass., does not project beyond the line of the foot
guard when folded, and when lowered it serves to act as a
wheel guard.
The views presented in Figs. 1, 2, 3 and 4 show respectively
the running board with double step, one step dropped to form
a wheel guard, the manner of folding up the lower step, and
the appearance of the running board when adapted for a single
step. The side beam or body of the car is faced by the upper
foot guard, to which are bolted the foot board and hangers.
The upper step is fixed upon these hangers, which are also
arranged to receive a backing board for the lower foot guard.
Bolts extending through the hangers, the backing and the guard
securely fasten together all these parts. The 'manner of drop-
ping the lower folding foot board for use as a wheel guard is
shown in section in Fig. 2.
To drop the board for compactness or for use as a wheel
guard, the step is raised so that the stud or projection 7 is dis-
engaged from its recess in the horizontal support. Then the
whole section slides longitudinally about 12 ins., which disen-
gages all the foot-board extensions from the said horizontal
supports. When the folding step is vertical it is engaged as
shown in sections in Fig. 2. It is kept from endwise move-
ment by the projection being recessed in the foot guard 8.
When the board is in position for use as a step it is sup-
ported by the hanger 9, terminating horizontally, and is bolted
to the hanger 10, which supports the top step. Both of these
hangers are fastened by the same bolts to the sill
To raise the foot board for use as such, it is swung up until
its extensions pass under the horizontal terminals cf the hanger
9, and is then moved lengthwise on a rod until the extensions
The scroll saw is an absolutely indispensable tool in most
woodworking shops and factories that have scroll sawing to do,
and heretofore the tool used has been of the jig type familiar
to all woodworkers; but this kind is being rapidly displaced by
the band saw, for, although the jig has many points that enable
it to do the work required in a satisfactory way, the band saw
has all these points and, besides, many others, which are readily
appreciated by all woodworkers having a variety of difficult
work to do that must be done with speed, economy and effi-
FRONT AND REAR VIEWS OF SCROLL SAW
ciency. It is by putting the band scroll saw to this severe test
that its superior ability is better understood.
The band scroll saw presented herewith is said to represent
the latest developments in this type of machine as made by the
J. A. Fay & Egan Company, of Cincinnati, Ohio. In its con-
struction the upright column is made very stiff and strong,
enabling the machine to run at high speed, yet without vibra-
jE
Step in Position Step Dropped Step Raised
FIGS. 1, 2, 3 AND 4.— COMBINATION CAR STEP AND WHEEL-GUARD
Single Step
Strut Ry.Jn
are opposite the said horizontal terminals. When lowered to
horizontal position, the extensions abut the lower side of the
hanger and support the foot board as a step. The projection
or stud 7 being recessed in the lower side of hanger, acts as a
stop, serving to prevent the board slipping back and drop-
ping. The device may be used as a wheel guard on closed and
convertible cars regardless of its use as a step.
The scheme of forming a trolley base ball league, instituted
by the Cleveland & South Western Traction Company, is being
imitated by other Ohio traction lines. The Cleveland, Paines-
ville & Eastern Railway, the Cleveland, Painesville & Ashta-
bula Railway and the Pennsylvania & Ohio Railway have been
largely instrumental in the recent formation of the North-
eastern Ohio Trolley League. Eight towns touched by these
roads are represented by teams.
tion. The iron table can be tilted and clamped to any angle;
while the new straining device on the saw is very sensitive, the
top wheel hanging solely on a knife edge balance, thus main-
taining at all times a perfect tension on the saw blade and add-
ing materially to its life: something so necessary to prolong
the life of the blade and yet so seldom found.
The lower wheel is solid, instead of having spokes, this pre-
venting the circulation of sawdust and increasing' the mo-
mentum. As the lower wheel is heavier than the upper wheel,
it controls the movement of the latter — there being thus no
possibility of overrunning. The upper wheel can be raised or
lowered while the machine is in motion, and all the different
adjustments, stopping of feed, etc., are easily made. The claim
is also made that it will do the work or cutting of at least two
of the ordinary machines, and especially so where fine intricate
scroll work is desired, in either light or heavy wood.
378
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
MORE SEMI-CONVERTIBLE CARS FOR PUNXSUTAWNEY, PA.
The semi-convertible passenger and baggage car shown here-
with has lately beet! delivered to the Jefferson Traction Com-
pany, of Punxsutawney, Pa., by the J. G. Brill Company. The
railway company operates 25 miles of lines in Jefferson County,
in the west central part of Pennsylvania, through a populous
and prosperous country. Several cars of the Brill semi-con-
vertible type have been in use on these lines for the last two
years. The service is chiefly of an interurban character, to
which this type of car is particularly well adapted. The road
has lately ordered additional cars from the same company, one
of which will be. a 29-ft. body semi-convertible passenger and
baggage car.
The car shown in the engraving measures 26 ft. 4 ins. over
the body, and 25 ft. 9 ins. over the vestibules. The platforms
COMBINED SEMI-CONVERTIBLE AND BAGGAGE CAR FOR THE
JEFFERSON TRACTION COMPANY
are 4 ft. %]/2 ins. ; width over the sills, 7 ft. 8y2 ins., and over the
posts at the belt, 8 ft. The side sills are 4^ ins. x 6^4 ins., with
6-in. x l/2-'m. sill plates on the inside. The end sills are 5^ ins.
x 6% ins. The car is seated for twenty-eight passengers and
the baggage compartment furnished with folding seats for the
use of smokers. The passenger compartment is finished in
cherry, with ceilings of decorated birch. The baggage com-
partment is 5 ft. 6 ins. long and has 30-in. doors on either side.
The trucks are the builder's 27-G-1 type, with 4-ft. wheel base,
33-in. wheels, 4-in. axles, and are equipped with 45-hp motors.
AN ARTISTIC WASTE RECEPTACLE
clean and free from waste paper, fruit skins and miscellaneous
rubbish. The attractiveness of all such resorts depends in no
small degree upon their neatness, and in cases where picnic
parties make use of the grounds added care is necessary to pre-
vent the accumulation of debris. To this end waste receptacles
are now installed at convenient points in all well-managed
parks, but as a general thing these receptacles are not designed
with much regard to their influence upon their surroundings.
Ugly wooden or tin boxes are frequently used, the only con-
cession in the way of appearance being one or two coats of
green paint, if indeed any paint at all is used.
A notable instance of an artistic waste receptacle is shown
in the accompanying illustration of an arrangement used at
Como Park, St. Paul, on the lines of the Twin City Rapid
Transit Company. Here an ordinary galvanized iron can about
the size of a domestic ash barrel is corrugated slightly and
coated with the bark of a tree, a hole being bored in the bottom
for drainage. The receptacle is then attached to a tree by an
iron loop connecting with a hoop around the top. The arrange-
ment is so inconspicuous that it resembles a tree trunk in the
woods, and harmonizes perfectly with the landscape of the
park, instead of constituting an ugly blot in the scenery. As
an illustration of what a landscape gardener may do to free
from offense a rather ordinary detail of a street railway park,
the receptacles used at Como are suggestive.
TEST OF MAGNETIC ADHESION IN KANSAS CITY
One of the most important problems in connection with the
operation of a street railway park is that of keeping the grounds
An 11-ton car of the Kansas City Railway & Light Company
was recently equipped with a device for increasing traction by
magnetism, designed by the Magnetic Equipment Company, of
Chicago, and a test was made under the supervision of Charles
Fritz, of the railway company. The car equipped with this
device is shown in Fig. 1, and a top view of the idler wheel
which carries the arm which forms the electro-magnet is shown
in Fig. 2. The idler wheel rests on the rail when current is
flowing in the coil to energize the magnet. The other end of
the magnetic arm has a bearing on the car axle, and thus a
magnetic circuit is completed from the car axle through the
car wheel and rail to the idler wheel and back through the core
or arm on which the coil is wound. The test at Kansas City
showed that under the most unfavorable conditions an increase
in traction of 22 per cent was obtained. The average was con-
siderably higher than this. The amount of traction between
wheels and rails was measured by noting the amount of current
required to spin the wheels with and without the magnetic
device.
WASTE RECEPTACLE, COMO PARK, MINN.
FIG. l.-CAR WITH MAGNETIC ADHESION EQUIPMENT AT KANSAS CITY
September io, 1904.]
STREET RAILWAY JOURNAL.
379
Since this test, improvements have suggested themselves
which are now being carried out. Charles Grover, who
was for a number of years chief electrician of the Metro-
politan Street Railway at Kansas City, is now chief engineer
of the Magnetic Equipment Company, and is working on the
development of this apparatus. The amount of current re-
quired to energize the magnetic adhesion devices on the single-
ular buffet parlor car service, morning, noon and evening and
late at night.
The "Carolyn" is of the same standard dimensions as the
company's other cars, viz: 51 ft. 8^4 ins. over bumpers, 43 ft.
2^4 ins. over end sills, and 8 ft. 6 ins. wide over all. Like the
other cars, it was limited by the necessity of passing over the
Metropolitan Elevated Railroad with its curves and platforms.
At one end of the car is a smoking compartment. Between
FIG. 2. — VIEW LOOKING DOWN ON MAGNETIC ADHESION
ATTACHMENT
EXTERIOR OF PARLOR AND BUFFET CAR FOR THE AURORA.
ELGIN & CHICAGO RAILWAY COMPANY
truck 11-ton car which was tested was 6 amps. A test was also
made letting the car run away down a steep hill and attempt-
ing to stop it, first with the ordinary hand brakes, and next
with the hand brakes and the magnetic adhesion device. In
the first case, the car practically ran away beyond control, and
in the second case was stopped within a short distance.
♦♦♦
AURORA, ELGIN & CHICAGO BUFFET CAR
The Aurora, Elgin & Chicago Railway Company recently
added to its equipment a parlor and buffet car, two views of
which are shown herewith. The "Carolyn," although com-
monly called a dining car, is not by any means exclusively
such, being in reality a parlor car on which buffet lunches can
be served. It can be employed for any of the uses to which a
parlor car is usually put either for special parties or for regular
high class extra fare service, and has the added advantage over
the majority of parlor cars that a kitchen of sufficient size is
provided so that simple meals can be served to a part of the
INTERIOR OF PARLOR AND BUFFET CAR
passengers. The company has considerable patronage from
the members of the golf clubs near Wheaton, and it is intended
riot only to be in a position to supply a buffet car for special
parties, but to accede to a demand that has been made for reg-
compartments is the kitchen, where cooking is to be done by
electric heaters. Both compartments are supplied with com-
fortable wicker chairs and removable tables. The interior
finish is of oak, stained green, waxed and polished so as to pro-
duce a soft satin-like surface, which is very pleasing. Carving
and corners have been avoided as far as possible, and the only
decoration is in the shape of plain inlay lines. The finish is
unusual, but very pleasing. The car is not equipped with mo-
tors, but has a type M controller on one platform and train-
line wiring so that it can be operated in connection with a reg-
ular motor car without switching at terminals. The car is
mounted on Peckham trucks of the M. C. B. type. The car
body is the work of the Niles Car & Manufacturing Company.
Acknowledgment is due to General Manager E. C. Faber, of
the Aurora, Elgin & Chicago Railway, for the facts concerning
this innovation.
♦♦♦
PROSPEROUS SEASON FOR BOSTON SUBURBAN ELECTRIC
COMPANIES
Despite the unfavorable industrial conditions in the territory
in which it operates, the Boston Suburban Electric Com-
panies reports one of the most prosperous seasons in its his-
tory. Each week and each month has shown a marked and
gratifying increase in the returns over the corresponding dates
last year. Both Norumbega Park and Lexington Park
have done remarkably well, and the management believes that
the large expense to which it went in building the new steel
theater and in spending more money than at any previous
season, has been fully justified. By placing the very best at-
tractions in the parks and running them on an absolutely clean
and refined basis, traffic has been drawn regardless of the fact
that the tendency this summer has been not to use the electrics
to as great an extent as in past summers. Even during G. A. R.
week, when there were so many attractions in Boston, the
parks were well patronized, and the number of passengers car-
ried exceeded expectations. On Wednesday, Aug. 17, the day
the river carnival was held at Waltham. approximately 100,000
people were handled with absolutely no friction or delay, and
with no accidents of any description. This record, of course,
stands to the credit of the operating force, to whom the man-
agement gives full credit.
— »~*^
A movement is now on foot to organize a company for the
building of an electric railway at Rosario, a city of about
T22,ooo inhabitants, in the Province of Santa Fe, Argentina.
38o
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
COASTING THROUGH SWITZERLAND
The application of the highest artistic and technical skill
toward the production of vast scenic panoramas is exemplified
at its best in the remarkable entertainments offered to visitors
to Coney Island, New York. The public no longer cares for
simple amusements, and when visiting a pleasure ground de-
mands something more than the merry-go-rounds and swings
which were so popular in former days. Amusement purveyors
have not failed to recognize this trend, and while some have
endeavored to satisfy it by originating shows which would
draw on account of their grotesque or nerve-racking features,
others have chosen the wiser course of furnishing something
refined and pleasing. An entertainment of the latter kind is
scenes, and thirty sleighs in use. A notable feature is the cool-
ing apparatus, which diffuses iced air throughout the whole
structure. Deftly concealed pipes with openings in the various
snowbanks emit the air from the cooling apparatus, while the
suction ventilators in the roof make a draft that keeps this
artificial "Switzerland" as cool and full of as sweet, pure air
as can be found among the picturesque Swiss mountains.
♦♦♦
NEW CARS FOR TORREON, MEXICO
Cars lately built by the American Car Company, of St. Louis,
for the Tranvias de Torreon, Mexico, include the type shown
in the accompanying illustration. Torreon is one of the prin-
cipal cities in North Central Mexico and about 200 miles south
of the United States. The cars are operated in and about the
city and to the Plaza de Gomez, a short distance to the north.
This type of car is mounted on Brill No. 27-E trucks, with
7-ft. 6-in. wheel base, and equipped with motors of 35-hp ca-
pacity. The closed compartment is furnished with spring cane
upholstered seats, placed transversely, and the entire seating
capacity of the car is forty-five. The windows are composed
of two sashes each, the lower arranged to drop into pockets in
ENTRANCE TO "COASTING THROUGH SWITZERLAND"
COMBINATION CAR FOR THE TORREON TRAMWAYS
the beautiful panorama presented in "Dreamland," Coney
Island, known as "Coasting Through Switzerland," which was
installed by Thomas J. Ryan, of Philadelphia. In conceiving
and carrying out this novelty, Mr. Ryan has certainly found
something that delights the public, so it is not surprising to
learn that duplicates will soon be installed in a number of elec-
tric railway parks.
Fronting on "Dreamland's" West Avenue, a picture of snowy
peaks indicates the pleasures to come as the visitor steps into
the little red sleigh. There are no dips, no heart-breaking
shocks in the mile of railway that carries one over this inter-
esting trip. The first striking feature to meet the eye is a scene
familiar to all who have visited the Alps and one written about
by all authors who have ever dealt with Switzerland. Roped
climbers in their dangerous ascent of the mountain have met
with that grave occurrence — the snapping of the guide rope —
and the climbers seem to be falling through space. Down past
the valley, seemingly teeming with Swiss life, goes the little
sleigh, and the pang of the falling scene is lost in the opening
vista of the famous Mt. Blanc. The valley below is an exact
copy of a Swiss village. Freakish little houses standing on
snowy peaks, pine trees loaded with the beautiful white snow,
and the rude bridge thrown across the village mill stream make
a pleasing view.
Adding spice to the pleasure trip. Mt. Cenis tunnel is next
approached. Plunging into utter darkness the sleigh rolls mer-
rily along for a distance of 500 ft, and breaks out again upon
the view of the beautiful Matterhorn. Picturesque, indeed, is
this glorious mountain, tipped with the virgin snow, the evening
sun and reflected shadows from the valley below vieing with
each other in tinting its majestic peak.
In the matter of construction, "Switzerland" is a model for
amusement venturers. With a front of 85 ft. and a depth of
584 ft., it comprises over a mile of rail, twenty-five distinctive
the side walls. The curtains of the open part may be drawn
completely to the floor and, together with the sashes in the
bulkhead, furnish complete protection to this compartment.
The length of the car over the end panels is 24 ft. y1/^ ins.,
and over the crown pieces, 32 ft. y% ins. The length of the
closed compartment is 13 ft. 5 ins., and of the open compart-
ment, 15 ft. 2^4 ins. The width over the sills, including the
INTERIOR OF COMBINATION CAR
sill plates, is 7 ft. 5 ins., and over the posts at the belt, 8 ft. 2
ins. The sweep of the posts is 5 ins. ; centers of posts, 2 ft. 5
ins. ; length of seats in closed compartment, 33 ins., and width
of aisles, i8l/2 ins. The side sills are 3^4 ins. x 7 ins., with 8-in.
x 3^-in. steel plates. The corner posts of the closed compart-
ment are 3^ ins. thick, and those of the open compartment,
3^ ins. The side posts are, 1 24 ins. and 2^4 ins.
September 10, 1904.]
STREET RAILWAY JOURNAL.
38.
FINANCIAL INTELLIGENCE
Wall Street, Sept. 7, 1904.
The Money Market
Extreme dullness continues in all branches of the local money
market. The demand for funds, and especially for fixed periods, is
practically at a standstill, despite the increased activity and
strength in the securities market, but at the same time there is a
general disposition on the part of lenders to ask higher rates, in
view of the heavy shipment of currency to the South and West
to facilitate the movement of crops. The tone is called firmer,
but so long as call money is offered in volume at around I per
cent, the banks and trust companies are likely to experience con-
siderable difficulty in placing time contracts at the present level of
rates. Currency continues to be shipped in large amounts to the
interior, but these shipments are partly offset by the constant ar-
rival of gold at San Francisco from Japan and the Klondike. A
feature of the week was the statement of the associated banks
published on Saturday, and which was very unfavorable. Loans
expanded $18,185,400, while the cash loss sustained by the local
institutions amounted to $7,426,700. There was an increase in de-
posits of $9,781,200, and the net result of their changes was a de-
crease in the surplus reserve of $9,872,000. Mercantile paper con-
tinues quiet, specialists reporting a limited supply of the choicest
grades. The inquiry, however, is good and all offerings are readily
absorbed. Rates remain unchanged at 4 per cent as the minimum.
Time money is quoted at 2^/2 per cent for sixty days, 2^/4. per cent
for ninety days, and y/2 to 2>V\ f°r f°ur to si* months on good
mixed collateral. Sterling exchange is heavy under the liberal re-
ceipts of commercial bills, and the tendency of rates is toward
a still lower level. The European money markets show no par-
ticular change. At London call money rules at 1 to iV2 per cent,
while the open market discount rate for short bills is unchanged
at 2}4 per cent. At Paris the discount rate is unchanged at
per cent, and at Berlin the rate is 2% per cent.
The Stock Market
There was no change in the position of the stock market this
week. It was generally expected that prices would suffer moderate
reaction at the close of last week, in view of the triple holiday,
but instead the volume of business increased materially and
prices generally continued to move upward. As has been the case
for some time past, the bulk of the activity was furnished by the
professional clement, but in the absence of any unfavorable new
developments over the three holidays, they became more aggres-
sive, and succeeded on Tuesday in marking up prices for a num-
ber of issues to the highest prices of the year. Commission house
business, although somewhat larger than heretofore, continues
light, but the opinion is held in most quarters that a moderate
reaction from present prices would induce the outside public to
take a keener interest in the market. At the close the announce-
ment was made that the Colorado & Southern Railroad had de-
ferred the payment of the dividend on the first preferred stocks,
but neither this nor the announcement of reduction of $4 to $6
per ton in the price of steel plates had any effect upon values. At
the close sentiment was distinctly bullish, and prices in most in-
stances closed at about the highest.
The market for the traction stocks was moderately active, and
with the exception of Metropolitan Securities prices rule substan-
tially above those ruling at the close of last week. It is stated,
on what appears to be excellent authority, that negotiations are
Mill in progress for the merging for the various traction com-
panies, but it is not expected that any definite arrangement will be
concluded for some time to come.
Philadelphia
A steady upward movement attended the dealings in the Phil
adelphia specialties during the week. Interest centered largely in
Consolidated Traction of New Jersey, which sold at 72 for 439
shares, an advance of 2 points over the previous high record price
lor the year. Philadelphia Traction maintained all its recent
advance to 00. but the volume of business was quite small. Phil-
adelphia Company common rose y2 on moderately active trading
lo 40' j, while odd lots of the preferred sold at 44}4. Philadel-
phia Electric scored a slight advance to 6 11-16 on fairly active
trading. More interest was manifest in Union Traction, which
scored an advance of \]/2 points to SSVa on the exchange of about
1400 shares.
Chicago
Interest in the local traction issues this week centered exclu-
sively in the report that a syndicate of New York financiers had
been formed with $36,000,000 for the purpose of ending the pres-
ent muddle by bringing about a consolidation of the Chicago
Union Traction Company with the Chicago City Railway Com-
pany. It is understood that this plan is progressing satisfactorily,
but that no plan will be announced until the decree of Judge
Grosscup is handed down. As a result of this announcement, and
the continued good traffic returns, there was a substantial gain in
prices for all the local traction issues. Chicago Union Traction
sold as high as 8, and the preferred at 41, but later on there was a
reaction of a point in each issue. Chicago City Railway sold up
to i86p>, while odd lots, aggregating 65 shares, brought 184.
South Side Elevated sold at 91 pi and 91, and Northwestern Ele-
vated advanced from 77 to 21, at which price it closed. West
Chicago advanced from 49JX to 55, and closed at the highest.
Other Traction Securities
The feature of the Boston dealings was the continued weakness
in the Massachusetts Electric issues. At the close of last week, the
preferred sold at 6zu2, but on Friday the price declined sharply to
60, and subsequently recovered a point. The common, which closed
at 15 dropped down to \2 under fairly heavy pressure, but at the
close there was a rally to 13. Boston Elevated was conspicuously
strong, the price advancing il/2 points to 153, on moderate pur-
chases. West End ruled practically unchanged, all the transac-
tions taking place at 92%, while the preferred ranged between
and 112. In Baltimore only a very moderate business was
transacted, and prices showed some irregularity. United Railway
incomes, which closed at 47T/2, sold down to 46 1 S , while the 4s
declined from 93 T 4 down to goji- where they closed. North Balti-
more 5s sold at 120, and Washington City and Suburban 5s
brought 100 and ioop2. Norfolk Railway & Light 5s sold at 85. In
the week ending yesterday about 10,000 shares of Interborough
Rapid Transit was dealt in on the curb, as against 27,000 shares
in the previous week. The price fluctuated widely, and was influ-
enced almost entirely by the differences between the company and
the labor leaders. At the close of last week, the price of the stock
stood at 149, from which it declined on yesterday to 141. Subse-
quently the price advanced sharply to 148, on the announcement
that the company's lines would not be tied up by a strike. St.
Louis Transit sold at 10 for a few hundred shares. Washington
Railway Electric common and preferred were decidedly strong,
500 of the first-named selling at 18, an advance of 2T4, while 100
of the preferred brought 69, an advance of 2 points, as compared
with the last previous sale. The 4 per cent bonds rose i>4, $24,000
changing owners at 83^2'.
Last week was one of the heaviest weeks on record with the
Cincinnati Exchange, and traction issues figured largely in the
movements. Cincinnati Street Railway and Cincinnati, Newport &
Covington featured in the activity. Nearly 6000 shares of the
Icrmer changed hands with a steady upward movement, the
range being from 143^ to 145^. Cincinnati, Newport & Coving-
ton preferred sold to the extent of about 5500 shares, opening at
89*4 and closing the week at 92^. The common did not partici-
pate in the activity, only two small lots selling at 31. The first 5s
of this company brought 109/s and no for $18,000 worth, while
the second 5s sold at 107. Detroit United had a few small sales
at 67^. Columbus Railway preferred sold at 108 for a small lot.
The 4s of this company sold at 96r< and the 5s at 108. Thirty-
one thousand dollars' worth of Indianapolis Street Railway 4s sold
at 85^4. Northern Ohio Traction 5s sold at 98 to 99^4. The
greater portion of this activity was due to the redemption of C. H.
& D. (steam) bonds which were held largely in Cincinnati.
The purchase of bonds for investment purposes was again the
feature of the week in Cleveland. Fifty thousand worth of De-
troit Citizens' 5s sold at lOO'L Eighteen thousand worth of
Northern Texas Traction 5s sold at 82 to 83'^. Twenty thousand
of Northern Ohio Traction & Light 4s sold at 59J4 to 5934. These
bonds are in good demand, owing to the sale of large blocks of
these securities by the Fverett-Moore syndicate. One small lot of
Cleveland Electric sold at 72 and a small lot of Northern Texas
Traction at 3854.
382
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. n.
The Everett-Moore syndicate of Cleveland has sold to a Cin-
cinnati syndicate $200,000 of Northern Ohio Traction & Light 4
per cent bonds. It has also given an option to the same parties
on its entire holdings of these bonds, aggregating $800,000 worth.
In giving the option the Everett-Moore people agreed to ask other
holders of these bonds to either give an option upon their holdings
until Jan. 1, 1005, or to agree not to dispose of their holdings until
that date. The syndicate agrees to pay 60 and interest on bonds
called for before October ; 65 for those called for between that
date and December, and 6yl/2 for those called for during Decem-
ber. The option includes $260,000 worth of the bonds held in the
treasury of the company, and if these are sold, the company will
be enabled to clear up its floating debt of $95,000. The syndicate
which has obtained the option on these bonds is composed of well-
known bond houses of Philadelphia. New York, Boston, Cleve-
land, Louisville and Cincinnati.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
(wo weeks ago.
Closing Bid
Aug. 23 Sept. 7
American Railways 49 48%
Aurora, Elgin & Chicago al2 al5
Boston Elevated 150 153
Brooklyn Rapid Transit 53% 55%
Chicago City 170 183
Chicago Union Traction (common) 4% 7
Chicago Union Traction (preferred) 30 31
Cleveland Electric 70 71
Consolidated Traction of New Jersey 69% 72
Consolidated Traction of New Jersey 5s 108% 108%
Detroit United 66% 67
Interborough Rapid Transit 147 144%
Lake Shore Electric (preferred) — ■ —
Lake Street Elevated 3% 3%
Manhattan Railway 155 155%
Massachusetts Electric Cos. (common) 15 13
Massachusetts Electric Cos. (preferred) 63 61 '
Metropolitan Elevated, Chicago (common) 19 21%
Metropolitan Elevated, Chicago (preferred) 52% 60
Metropolitan Street 121% 120%
Metropolitan Securities 90% 87%
New Orleans Railways (common) 9% —
New Orleans Railways (preferred) 29 —
New Orleans Railways, 4%s 73 —
North American 89 92%
Northern Ohio Traction & Light 13 14
Philadelphia Company (common) 39% 40%
Philadelphia Rapid Transit 13 14%'
Philadelphia Traction 99 99%
St. Louis (common) 11 —
South Side Elevated (Chicago) 89% 91
Third Avenue 122 122
Twin City, Minneapolis (common) 98% 98%
Union Traction (Philadelphia) 54% 55%
United Railways, St. Louis (preferred) 54 55%
West End (common) 91% 92%
West End (preferred) Ill 111%
a Asked.
Iron and Steel
The "Iron Age," in its weekly review of the iron trade, says that
the blast furnace statistics make a very encouraging showing. The
productive capacity increased during August from 246,000 tons on
the first of that month to 292,000 tons on the first of September.
By far the greater part of this increase is due to resumption of
work on the part of the steel companies, which is a clear indication
that demand for steel itself has largely increased. This movement
is still under way, a large number of United States Steel furnaces
having blown in since Sept. 1. Consumption has overtaken produc-
tion. The output of the steel companies increased from 695,000
tons in July, to 747,500 tons in August, thus showing that the re-
sumption which started in that month did not obtain full sway in
August. At a meeting of beam and plate associations a com-
promise was reached between those big interests who urged a re-
duction to a 1.25 cent base at Pittsburg. Quotations are as fol-
lows: Bessemer pig $12.75, Bessemer steel $19, steel rails, $28.
rietals.
Quotations for the leading metals are as follows: Copper 12^
cents, lead 4$4 cents, tin 27^ cents, and spelter 5 cents.
COMPROMISE AVERTS STRIKE ON NEW YORK ELEVATED
Fear of a strike of the employees of the Interborough Rapid
Transit Company, operating the elevated lines in New York, is
entirely removed. Concessions from both sides brought about this
result. The principal point at issue between the Interborough
management and the labor organizations comprising the employees
on the elevated system, the bitterly contested question of motor-
men's wages in the subway, was settled by compromise, on Tuesday,
Sept. 6. It was agreed that the wages of the motormen in the
subway shall be $3.50 a day, the rate demanded by the men. On the
other hand, the latter have agreed to a ten-hour working day in
the tunnel instead of one of nine hours, which they had been hold-
ing out for. A number of minor details of the agreement were
arranged Wednesday, Sept. 7, at a conference between the national
representatives of the unions and Vice-President E. P. Bryan of
the Interborough Company, and a contract embodying the terms of
the agreement was then drawn up. This agreement will remain in
force for three years.
CONSOLIDATION AT WHEELING
The purchase a few days ago by foreign capitalists of the .con-
trolling interest in the Wheeling & Elm Grove Railway Company
is said to presage the consolidation of all the lines in the city, in-
cluding the Wheeling City Railway, the Wheeling Traction Com-
pany and the Pan Handle Traction Company. The details of the
purchase of the Wheeling & Elm Grove Company are not made
public, but as the company includes in its properties a light and
water company as a subsidiary, it is evident the purchasers are
going into public service on an extensive scale. Already the new
owners have organized, electing John A. Howard, William C.
Handlan, George Baird and William C. Carle to the board of
directors of the Wheeling & Elm Grove Company, and John A.
Howard, president ; William C. Carle, secretary and treasurer.
INVESTIGATION INTO COST OF CARRYING PASSENGERS IN
TOLEDO STOPPED
The investigation of the books of the Toledo Railways & Light
Company to determine the cost of carrying passengers, which was
started last week by the Cleveland Audit Company, was suspended
later by the action of the^Chamber of Commerce committee with-
drawing as a party to the investigation. The action was due to the
fact that it was claimed that the committee representing the City
Council was not carrying on the investigation in accord with the
desires of the Chamber of Commerce. The matter of granting an
extension of franchise to the Toledo Company is now back prac-
tically to the point where it started.
♦♦♦
THE MIAMI & ERIE CANAL SETTLEMENT
The committee which has charge of the work of settling the
affairs of the Miami & Erie Canal Transportation Company reports
that satisfactory progress is being made towards a final settlement.
In the meantime, however, Attorney Harry Probasco, of Cincin-
nati, who represents several small creditors, has been endeavoring
to take depositions before a notary public to discover the names
of the stockholders. They attempted to force testimony from D. J.
Ryan, one of the promotors of the canal company. Mr. Ryan re-
fused to testify and the notary ordered him sent to jail. Mr.
Ryan then appealed to Judge Dissette, of Cleveland, who issued an
injunction providing that testimony in the canal case be taken only
before the referee appointed by the court or a notary especially
delegated by the referee. After the order was issued a subpoena
was served upon Governor Herrick to compel him to tell what he
knew about the affairs of the Canal Company. Mr. Probasco has
created an immense amount of discussion in legal circles by threat-
ening to bring mandamus proceedings to compel the Cleveland
judge to reopen the investigation before the referee. It is the gen-
eral opinion that Mr. Probasco is not so much interested in secur-
ing the claims he may have against the company as he is of giving
the widest possible publicity to the internal affairs of the com-
pany since its inception. In this Mr. Probasco is supposed to
represent the Cincinnati, Hamilton & Dayton Company, a steam
road which parallels the canal and is opposed to the electric line
on the canal banks ; also the mule canal boat men, who are fighting
the electric-mule scheme.
STREET RAILWAY JOURNAL. 383
September 10, 1904.]
ANNUAL REPORT OF THE NEW YORK CITY RAILWAY
COMPANY
The New York City Railway Company has issued its annual re-
port for the year ended June 30, 1904. The following are the
figures for the entire property :
The income account shows as follows :
Gross $21,485,006
Operating expenses 12,127,856
Net $9>3S7.i5o
Other income 408,998
Total income $9,766,148
Taxes, rentals, interest, etc 11,162,919
Deficit $i.396,77i
The balance sheet as of June 30, 1904, shows as follows :
ASSETS
Construction, equipment, leases and franchises $145,583,380
Additions and betterments, leased lines 23,040,058
investments 5>244>687
Materials and supplies 1,231,188
Current assets —
Cash $2,047,260
Cash on deposit to pay coupons and rentals, r, 136,1 78
Cash on deposit to redeem bonds 160,000
Cash on deposit with city of New York as
security for construction work 2,500
Notes receivable 88,725
Accounts receivable 592>934
Metropolitan Security Company's subscrip-
tion to New York City Railway Com-
pany's securities 8,052,000
12,079,598
Accrued accounts: Dividends on stock owned 13-893
Prepaid and undistributed accounts : Insurance, track
rentals, etc 4I9>767
Totals $187,612,568
LIABILITIES
Capital stocks $72,111,800
Funded debt '. 92,332,000
New York City Railway Company's ten-year notes. .. 660,000
Central Crosstown Railroad Company's two-year
" notes 2,250,000
Real estate mortgages 950,000
Metropolitan Securities Company (securities due them
under subscription) 9,556,800
Current liabilities :
Notes payable $850,000
Accounts payable 1,483,209
Coupons and rentals due and unpaid 1,136,177
Employees' deposits 28,294
Unclaimed wages 5.77°
3,503,450
Service liabilities: Transfer tickets outstanding 2,489
Accrued accounts :
Interest and rentals $1,896,370
Taxes 1,296,023
Wages, etc 86,689
3.279.082
Profit and loss (surplus) 2,966,947
Total liabilities $187,612,568
In this statement of the assets and liabilities of the system as a
whole the securities, real estate mortgages, etc., which are owned
by other companies in the system are omitted.
In his annual report to stockholders. President H. H. Vreeland.
of the New York City Railway Company, says :
"In order to secure a more descriptive name, as well as to avoid
confusion with another railway company having a somewhat simi-
lar name, the company has by appropriate proceedings changed its
name to the New York City Railway Company.
"The accounts of the company for the year have been audited by
Haskins & Sells. Charles S. Ludham, one of the principals of the
firm of Haskins & Sells, has been appointed comptroller of the com-
pany.
"The form of income account of the constituent companies nec-
essarily differs somewhat from that employed in the annual report
of last year. The distinction between the Metropolitan lines and
the Third Avenue lines is no longer preserved, as the necessity of
keeping separate income accounts of the Third Avenue Railroad
Company ceased in April last, when the fixed rental of 5 per cent
per annum upon the Third Avenue stock began to accrue and the
same became true of the Central Crosstown Railroad Company on
April 1, when its lease to the Metropolitan Company became
effective.
"The lines of the Central Crosstown Company having been con-
verted to electric traction, and it having become desirable to use
some of them in connection with the lines of the Metrop.olitan sys-
tem, a lease of its property to the Metropolitan Company was made
as of April 1, 1904.
"The gross earnings from operation of the entire system, amount-
ing to $21,485,006, show a slight decrease ($64,539) from the previ-
ous year. This is due in large part to the unfavorable weather con-
ditions of the past winter, which were without parallel for severity
and long duration. During the winter months these conditions de-
creased the earnings and increased the operating expenses of every
line in the system. Repeated heavy falls of snow, which the city's
street cleaning department were unable to remove for weeks at a
time, forced the vehicle traffic on to the company's tracks, thus
greatly impeding the movement of cars and discouraging travel.
The substantial increase of earnings in the Bronx, due to new and
extended lines and to the growth of population, was not sufficienl
to overcome the decrease in the borough of Manhattan.
"The large increase in operating expenses, like the decrease in
gross earnings, is due chiefly to the length and severity of the
winter, as the result of which extraordinary expenses for the re-
moval of snow were incurred and nearly every item of the trans-
portation and maintenance accounts expanded to abnormal propor
( ions.
"The increase over last year in the aggregate expenditures of the
accident and claim department, which constitutes the only consider-
able increase in general expenses, is due to the great increase in the
number of claims settled before trial. Substantial economies have,
however, been accomplished in the administration of the depart-
ment.
"The only new mileage added to the system has been in the bor-
ough of the Bronx and in Westchester County, where miles of
track equipped with the overhead trolley has been built.
"A franchise has been granted to the Union Railway Company
for an extension across the McComb's Dam Bridge to the One
Hundred and Fifty-Fifth Street terminus of the Sixth Avenue
and Ninth Avenue elevated roads. This will provide an entrance
to the borough of Manhattan for a number of important lines of
the Union system now terminating on the north side of the Har-
lem River, and is expected to prove a valuable aid in developing
traffic of the west side of the borough of the Bronx.
"Because of the unsettled labor situation in New York, the sea-
son's programme of electric construction was considerably cur-
tailed, and no work undertaken that was not imperative of such
a character that it could be accomplished with certainty. This
consisted of short extensions of existing lines and the completion
of work previously inaugurated.
"One hundred new closed cars and ten electric sweepers with
motor equipment were received during the year for service in the
borough of Manhattan, and 100 closed cars have been ordered
for delivery during the fall, and 25 open cars were received dur-
ing the year for use in the Bronx, and 50 closed cars have been
ordered for delivery this fall.
"All the predictions of the last annual report in relation to the
new power system for the territory north of the Harlem River
haVe been realized and the company is now in a position to in-
crease its service as traffic develops, and at a cost which allows a
margin of profit upon the comparatively low earnings per car mile
realized in that district. As the improvements have only re-
cently been completed, the benefits are not fully reflected in the
year's results.
"The company is advised by counsel that, under the recent de-
cision of the Court of Appeals in the case of Heerwagen vs. Cen-
tral Crosstown Railroad Company, of Buffalo, the company will
be entitled to deduct from the gross special franchise tax, as fixed
by the State Board of Tax Commissioners, the amounts which
the company is required to pay to the city by way of compensa-
tion for its franchises. Prior to this decision, the municipal au-
thorities of the city had refused to allow these deductions, claim-
ing that it was entitled to collect the gross tax. It is expected that
the company's appeal to the United States Supreme Court, in-
volving the constitutionality of the special franchise tax, will be
heard during the current year."
♦♦♦
Postmaster Roberts of Brooklyn will soon have in commission a
specially constructed trolley car for the distribution of the mails to
the outlying stations. At present this mail is forwarded on the
regular passenger cars. Under the new system the mails will
be sorted on their way to the stations and be ready to deliv er '<> the
carriers on reaching their destination.
3«4
STREET RAILWAY JOURNAL.
.[Vol. XXIV. No. u.
NEW TRANSFER ARRANGEMENTS IN LOS ANGELES
A transfer order which will mean the saving of much time and
money to those who patronize the Los Angeles Interurban Railway
Company went into effect on Aug. 26. It is now possible to obtain
transfers from the green and yellow cars of the old Traction lines
to all other cars of the system, as well as to many of the cars of
the Pacific Electric Railway Company. Passengers who use the
University, the West Adams Street and the Westlake Park lines
of the Los Angeles Interurban Railway Company can now be car-
ried much further — in many cases more than five times further —
for a single fare than heretofore.
This is the first time H. E. Huntington, who controls both lines,
has issued such a far-reaching transfer order. Transfers are not
only given to the Pacific Electric Railway lines, but also the Glen-
dale and Tropico branch. The Los Angeles Railway Company,
the Huntington urban system, which operates more cars than the
other lines, is not included in the order.
The suits brought against Mr. Huntington to compel him to issue
transfers from the Los Angeles Railway Company's cars to those
of the Pacific Electric Railway Company on East Ninth Street, are
still in the courts. They are now on appeal. In the lower court
the company was defeated.
W. E. Dunn, attorney for Mr. Huntington, states that the trans-
ier order which has been authorized has been under consideration
for six months.
"The same men," says Mr. Dunn, "are not interested with Mr.
Huntington in the ownership of the three roads. It would, there-
fore, be impossible for us to grant universal transfers. We are
glad, however, to be able to facilitate travel by granting transfers
between the Los Angeles Interurban lines — commonly called the
Traction lines—and those of the Pacific Electric Railway Company.
These transfers are a stimulus to business."
It is generally conceded that this latest transfer order has no
direct bearing on the city's campaign for universal transfers.
NEW YORK VISIT OF DELEGATES TO INTERNATIONAL
ELECTRICAL CONGRESS
The delegates to the International Electrical Congress, to be held
in St. Louis next week, spent Sept. 4 and 5 in New York City.
The visitors from abroad were comprised chiefly in two main
bodies, one consisting of the members of the Institution of Elec-
trical Engineers of Great Britain and the other the members of the
Associazione Ellettrotecnica Italiana. After spending Sept. 3 in
Boston, they reached New York Sunday morning, and that after-
noon were given a trip on the Hudson and to Dreamland, by in-
vitation of J. G. White. On Monday they took a special train
through the subway and then visited by boat a number of the
power stations on Manhattan Island. In the evening a banquet
was given by the American Institute of Electrical Engineers at the
Waldorf-Astoria. Sept. 6 was spent at Schenectady, and Sept. 7
and 8 at Montreal.
♦♦♦
INTERCHANGEABLE COUPON BOOKS TO BE ON SALE
The long-talked-of interchangeable coupon books adopted by the
Ohio Interurban Railway Association are now being printed and
will lie placed on sale by a number of roads within a very short
time. The matter has been unavoidably delayed, owing to the in-
ability of finding a bonding company that would insure the pay-
ment of the coupons by the various roads, the question of a bond
being one of the points insisted upon by some of the roads at the
last meeting of the association. The bonding companies declined
to take a bond of this kind, claiming it would simply be insuring
the credit of the various roads. At a recent meeting of the trans-
portation committee it was decided to drop the clause providing
for a bond and insert in the agreement a clause making the person
or official who signed the agreement for each road a trustee who
should be personally responsible for the money due the various
companies for the coupons collected by a road. The relations ex-
isting between a company and the trustee signing the agreement
is a matter which each road will decide for itself. In any event,
the company is liable for the acts of its authorized agent, and the
various companies that are parties to the agreement have the added
assurance that the trustees are personally liable for the money re-
ceived for the coupons. Different plans have already been decided
upon by different roads for working this out. One road will turn
over to its trustee all the money collected from the sale of coupon
books, and the trustee will settle each month with his own road as
well as with the other roads. Another company will create a coupon
fund, and will pay into this fund the actual value of the coupons
as they are collected, and settlements with other roads will be
made from this fund.
This plan was presented to the various roads and twelve of them
have signed the agreement as follows: Western Ohio; Dayton &
Troy; Toledo, Fostoria & Findlay ; Dayton & Northern; Dayton,
Covington & Piqua ; Springfield, Troy & Piqua ; Springfield &
Xenia; Dayton & Western; Cincinnati, Dayton & Toledo; Cleve-
land & Southwestern ; Lake Shore Electric, and Dayton & Xenia.
Eight other roads have agreed to sign, the action being left to the
directors, so that in all probability the first issue will be good on
twenty roads. J. H. Merrill, of Lima, secretary of the association,
is now making a trip through Ohio to induce the other roads to
enter the agreement. Efforts will also be made to secure the co-
operation of roads in Michigan, Indiana and other States of the
Central West.
The officers of the Ohio Association aim to make the organiza-
tion something more than a State association. Roads of Michigan,
Indiana and Pennsylvania are being connected with those of Ohio,
and the problems encountered and the advantages to be secured
through co-operation can not be limited by the State lines. It is
understood that the roads in Indiana are planning an interurban
association with the object of interchangeable transportation
primarily in view, and it .is probable that at the next meeting of
the Ohio- Association, to be held Thursday, Oct. 27, a special effort
will be made to induce the Indiana roads to combine with the move-
ment already started in Ohio. Indiana men will be offered repre-
sentation on the executive and other committees, and if thought
desirable the name of the association will be changed so as to de-
note the wider field which it aims to cover.
♦♦♦
FAST PASSENGER SERVICE ON SUBURBAN LINE OUT OF
NEW YORK
The new trolley express service was begun by the Union Railway
Company, of New York, Sept. 1, between New Rochelle, Mount
Vernon, and the Bronx Park elevated station. The service has ap-
pealed to shoppers and commuters, and the cars are crowded all
day.
The cars make the run from New Rochelle to Mount Vernon in
twenty minutes, and from that city through to the elevated con-
nection in New York in twenty-five minutes, establishing a schedule
of forty-five minutes between New Rochelle and Bronx Park, in-
stead of an hour, as formerly. It is hoped to reduce the running
time to forty minutes, which is the present running time of the New
York, New Haven & Hartford Railroad local trains between New
Rochelle and the Grand Central Station, New York.
PITTSBURG CAPITAL WILL BUILD LINES UP ALLEGHENY
The contract for the construction of the Pittsburg & Allegheny
Valley Railway has been awarded to W. A. Smethurst, Rodney D.
Allen and H. C. Baker, of Philadelphia. It is understood that Mc-
Cann, Smith & Bennett, of Greensburg, will do the grading. The
general contract amounts to between $500,000 and $750,000.
The Allegheny Valley line is to extend from Hyde Park, Apollo
and Leechburg, to Oakmont. At Oakmont it will connect with the
new line of the Pittsburg Railways Company. The line now being
built by Keeling & Ridge and financed by William A. Stone and
other Pittsburgers, to run from Indiana to Latrobe, will ultimately
be connected with this line, so that the present project serves as an
important link in a system that will connect Pittsburg with many
large towns to the east.
The first part of the line to be built will be the section between
Leechburg and Apollo. The rights of way have been secured.
The Leechburg Electric Light Company has been absorbed by the
new railway company, as has also the Apollo Electric Light Com-
pany. The power plant will be built either at Leechburg or at
Hyde Park. The company has secured 100 acres of coal land near
Hyde Park and desires to locate its plant near the mine, so that it
can most economically secure its fuel.
Leaving Oakmont, the route of the line will be through Parnas-
sus, New Kensington, Arnold and Valley Camp to Vandergrift,
Leechburg, Hyde Park and Appollo. The entire length of the new
line will be about 40 miles and the population through that section
will average 5,000 per mile. To increase still further the travel, a
park will be established near Leechburg.
O. W. Kennedy is president of the company. The other officers
are : Vice-President, Hon. John Q. Cochran, Appollo ; treasurer,
W. J. Ward ; secretary, Dr. J. D. Orr ; directors, Hon. S. M. Jack-
son, Appollo ; J. Klingensmith, Leechburg ; William Gibson and
William W. Staub, Pittsburg, and Messrs. Kennedy, Cochran and
Orr. The general manager is Blake A. Mapledoram, whose office
is in Leechburg.
September io, 1904.]
STREET RAILWAY JOURNAL.
385
CHICAGO TRACTION SYNDICATE
The report is confirmed that a syndicate of New York, Philadel-
phia and Chicago capitalists has been formed to supply $36,000,000
cash for the acquisition of the stock of the Chicago City Railway
Company and the consolidation of all the surface car companies of
Chicago. Absolutely nothing definite or authentic is as yet avail-
able about the plans of the syndicate for carrying out the merger.
H. J. Hollins & Company, J. P. Morgan & Company, Kuhn, Loeb
& Company, Speyer & Company, the P. A. B. Widener interests
of Philadelphia, and the Whitney interests are all interested in
the new deal.
200-MILE MEXICAN TRACTION PROJECT
Advices from Mexico City state that the Mexican Railway, the
oldest steam railroad in the Southern republic, proposes to convert
its extensive system into electric motive power, subject to the
British stockholders — it being controlled by British capital — sanc-
tioning the change. The line runs from Mexico City to Vera Cruz,
and is about 200 miles in length. The price of coal in Mexico City
exceeds $20 a ton, and the change of power will, it is estimated, re-
sult in a saving of some $500,000 (Mexican currency) annually.
CURTIS TURBINES FOR NEW ORLEANS
A contract was let last week to the General Electric Company
for three 1500-kw Curtis turbines to be installed in the new power
house about to be constructed by the New Orleans Railways Com-
pany. The ultimate capacity of this plant will be 60,000 hp. Some
details of this plant were given in the Street Railway Journal
of Aug. 6. Sanderson & Porter, of New York, are the consulting
engineers for the New Orleans Company.
♦♦♦
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED AUG. 23, 1904
768,040. Car Fender; George H. Fraser, Brooklyn, N. Y., and
James N. Weikly, Jersey City, N. J. Application filed Dec. 31,
1897. The fender is automatically raised and lowered in opposi-
tion to the oscillation of the car body to preserve it at a predeter-
mined distance from the track, and the truck is tilted laterally of
the body to cover curvatures of the track.
768,134. Car Fender; Lowell M. Maxham, Boston, Mass. App.
filed Dec. 12, 1903. The fender is supported at its rear edge by the
car, and is constructed to be swung horizontally through a semi-
circle to a housed position beneath the car platform.
768,176. Car Fender; Sylvester S. Hawley, Odin, 111. App.
filed May 21, 1904. etails of construction.
768,187. Railway Switch; Frank L. Maurer, Johnstown, Pa.
App. filed Jan. 29, 1904. The invention resides in an attachment
for switches whereby the latter may be used as a spring-switch
with either right or left hand throw, or whereby the switch tongue
or point may be locked in either of its thrown positions against
accidental displacement.
768.198. Step Motion for Controller Levers; Irving B. Smith,
Philadelphia, Pa. App. filed Dec. 9, 1903. The purpose of this
invention is to insure, where one element of a current-carrying de-
vice moves with respect to one or more other moving or stationary
elements, that the first element shall only come to rest in a pre-
determined position with respect to the other moving or station-
ary element, and the invention consists of a switch lever adapted
to move uninterruptedly and to be brought to rest at desired points
and automatic means adapted to adjust the final points of rest of
said lever to predetermined positions.
768.199. Rheostat; Irving B. Smith, Philadelphia, Pa. App.
filed Dec. 9, 1903. The rheostat comprises a plurality of switch
segments, a plate to which said segments are attached, each by a
tongue and groove connection and a plurality of resistance units
connected to said segments.
768,245. Trolley; Francis C. Sullivan, of McKeesport, Pa., and
Louis S. Harris, of Pittsburg, Pa. App. filed July 22, 1903. A
hood is supported upon the shaft of the trolley-wheel and extends
around the trolley-wheel, and wheels or rollers are journaled in
the hood and adapted to extend across the trolley-wheel. Means
are also provided for permitting the hood and the wheels to be
opened and closed over the trolley wheel, the said means being
actuated by the trolley rope.
768,260. Automatic Brake and Take-up Device for Trolley
Cords; Edward H. Amet, Waukegan, 111. App. filed June 6,
1904. Means are provided to which the lower end of the trolley
cord may be attached, and which operates to keep the cord taut
during the movement of the trolley along the feed wire, which
means operate automatically to lock the trolley cord against pay-
ing out the instant the trolley leaves the wire.
768,277. Fender for Cars or Other Vehicles ; William L. Green,
Waltham, Mass. App. filed Jan. 26, 1904. The fender is so
constructed that when a person standing on the track is
struck, the impact of the fender causes its parts to immediately em-
brace, partially surround and grasp the body of the person at a
point below the shoulders, and hold him in an erect position until
the car has been stopped.
768,325. Trolley Restorer; Edward L. Calahan, Clifton, N. J.
App. filed Nov. 6, 1903. The trolley pole is provided with a re-
storer operated by a rope which extends to the front of the car
within easy reach of the motorman, so that the trolley may be
restored to the feed wire from the front of the car instead of from
the rear.
768,350. Electro - Magnetic Switch & Signal; Samuel B.
Stewart, Jr., Schenectady, N. Y. App. filed May 20, 1902. The
invention consists of an arrangement of signals in connection with
the electro-magnetic switch, which signals serve to show when the
sectional working conductor is alive or energized. A signal or
semaphor is provided which is mechanically connected with the
switch, and which is actuated in one direction when the switch
is opened and in the opposite direction when the switch is closed.
An electric signal is also provided, which is connected in shunt to
the switch-actuating coil.
768,357. Electric Track Brake; Fred B. Corey, Schenectady, N.
Y. App. filed Sept. 27, 1902. The purpose of this invention is
to provide for the separation of the brake-shoe from the track as
soon as current is drawn to the motor. The car is provided with
the usual propelling motors and with a track-brake having a brake-
shoe. A solenoid is employed for lifting the brake-shoe, the same
being energized by motor-current derived from the circuit of the
motor, which is in circuit whenever power is supplied to the car.
768,411. Block Signal and Track Switch Operating Device;
Charles R. Van Trump, Wilmington, Del. App. filed April 30,
1904. When a car enters any block, electrically operated signals at
each end of the block, and under the control of the motorman
within the moving car, will be displayed or switches operated, and
as the car leaves the block from either direction, signals and
switches will be restored to their normal positions. Mechanism
is also provided which is included in the same circuit and operated
by the same current for operating track switches and the like.
768,480. Safety Guard; Wilson K. Page, Clean, N. Y. App.
filed March 23, 1904. The purpose of this invention is to prevent
in a positive manner the stalling of a car at a crossing, by provid-
ing a guard to bridge the crossing, the guard constituting a perfect
conductor for the current should the trolley-wheel leave the wire.
The guard has an open-work body or conducting portion and trol-
ley-wire hangers are combined with the crest thereof.
UNITED STATES PATENTS ISSUED AUGUST 30, 1904
768,606. Suspension of Trolley Wires ; Martin T. A. Kubier-
schky and Paul E. Herkner, Berlin, Germany. App. filed March 7,
1902. A clip which clamps the wire in such a manner as to afford
it free movement.
768,610. Electric Controller ; John Lindall, Boston, Mass. App.
filed Jan. 13, 1904. The contact pieces are provided with detach-
able portions which are subjected to the greatest wear and which
can be renewed at less expense than the renewal of the entire
contact would entail.
768,634. Electric Railway Brake; Levi L. Stamm, Almond,
N. Y. App. filed Dec. 8, 1903. A motor acts mechanically on the
brake rigging of the car.
768,661. Automatic Switch Lock for Railways; William E.
Llarris, New York, N. Y. App. filed Oct. 29, 1903. Comprises a
member adapted to be actuated by a passing car, and which is to
be disposed in continuity with the switch-point, a latch adapted
to retain the point in one position or another, means to cause the
latch to project out beyond the switch-point, means to withdraw
said latch from the switch-point and a train of mechanism operable
at a suitable distance from the switch-point and adapted to operate
the lock.
768,989. Trolley Pole Controller; Martin O. Dolson, Los An-
geles, Cal. App. filed Dec. 23, 1903. Pneumatic means for raising
and lowering the pole, a trip-lever on the pole and connected with
the moving means and an arm on the trip-lever for engaging the
trolley wire and tilting the trip-lever when the trolley wheel leaves
the wire.
386 TfA. STREET RAILWAY JOURNAL. [Vol. XXIV. No. n.
768.863. Hanger for Trolley Wires ; Augustus Beubert, Eliza-
beth, N. J. App. filed Dec. 10, 1903. Details.
768.864. Crosstown Arch for Intersecting Trolley Wires ; Au-
gustus Neubert, Elizabeth. N. J. App. filed Dec. 10, 1903. An arch
for crossed trolley wires having wings for the several wires and
means to support the wires at different elevations.
769,869. Railway Car ; Charles Fleischman, Brooklyn, N. Y.
App. filed Jan. 20, 1904. A seatless car having a plurality of rest-
rails for the support of standing passengers and a plurality of
openings in the sides of the car.
768,920. Railway System ; Constantine B. Voynow and George
B. Taylor. Philadelphia, Pa. App. filed Feb. 17, 1904. Comprises
vehicles having double tread wheels, tracks having rails arranged
to engage one of the treads of the wheels, other rails arranged to
engage the other treads of said wheels.
768,933. Brake Mechanism for Vehicles ; Harry Dixon, Toronto,
Canada. App. filed July 23, 1903. Details of an anti-friction
brake-actuating drum and gear.
768,959. Trolley Wheel ; Frederick Strail, Rochester, N. Y. App.
filed June 1, 1903. The inner faces of the flanges are concaved
to admit bends of the wire and prevent displacement thereof when
rounding curves.
768,969. Railway Switch; William S. Weston, Chicago, 111. App.
liled March 30, 1903. Details.
768,973. Railway Switch ; Milo Barnes, Syracuse, N. Y. App.
filed Nov. 19, 1903. Comprises two switch points divergent from
their pivotal points, a bar pivotally connected to the two switch-
points and a lever extended from the bar and adapted to be moved
by a device carried by a car for shifting the points and shunting the
car in any one of three directions.
768,991. Car Brake; Henry Hoffmann, New Rochelle, N. Y.
App. filed May 14, 1904. A drum is provided for the brake chain
having a pinion adapted to mesh with a gear mounted on a sleeve
carried by the brake shaft.
769,009. Automatic Trolley Controlling Device ; Horace W.
Nichols and Samuel Briggs, Folcroft, Pa. App. filed Jan. 4, 1904.
Details of a spring drum and ratchet retriever.
769,070. Trolley ; Lindey F. Forrester, Foxboro, Mass. App.
filed Jan. 16, 1904. The trolley wheel rolls upon two other wheels
mounted in the harp, thereby reducing friction.
769.085. Trolley Retriever; William W. Hoffman and Francis
W. Powers, West Lafayette, Ind. App. filed Oct. 19, 1903. De-
tails of a ratchet and drum arrangement.
769.086. Trolley Harp ; William W. Hoffman, West Lafayette,
Ind. App. filed March 24, 1904. A trough-shaped portion at the
base of the trolley harp for conducting water away from the rope.
769,094. Electric Lighting System for Cars; Herman Kreusler,
Brooklyn, N. Y. App. filed Nov. 28, 1903. A switch for throwing
in a battery for lighting purposes whenever the trolley leaves the
wire.
PERSONAL MENTION
MR. C. W. KING having resigned, Mr. R. R. Norton has been
appointed train master, car accountant and superintendent of tele-
graph of the Colorado Springs & Cripple Creek District Railway
Company.
MR. E. H. HUGHES, formerly in charge of the repair shops of
the Montreal Street Railway Company, of Montreal, Canada, has
accepted the Montreal agency for the H. W. Johns-Manville Com-
pany, of New York.
MR. EDWARD HUBER, a prominent manufacturer of Marion,
Ohio, died a few days ago. Mr. Huber was president and founder
of the street railway lines of Marion, which were recently sold to
the Columbus, Delaware & Marion Railway Company.
MR. T. C. CHERRY has resigned as general superintendent of
the Saginaw Valley Traction Company, of Saginaw, Mich., to go
with the Columbus Railway & Light Company. Mr. Cherry fortn-
erly was superintendent of the Lorain Street Railway, of Lorain,
Ohio.
MR. WATSON W. APGAR, who has been superintendent of
the Northport Traction Company, of Northport, N. Y., ever since
the road was started, two years last April, has retired. Mr. Tillot,
superintendent of the Fluntington Railroad, will succeed Mr. Apgar,
combining the superintendency of both roads.
MR. H. S. KNEEDLER, an old-time newspaper man, has been
appointed advertising agent for the Pacific Electric Railway Com-
pany at Los Angeles. Mr. Kneedler has been in Los Angeles about
three years. Prior to that time, he was for twenty years engaged
in journalism in Iowa, and before that was in Philadelphia. The
office of advertising agent of the Pacific Electric Railway Company
has just been created, and is designed to keep the public informed
on what to expect from the great Huntington systems. Mr. Kneed-
ler was for a time advertising agent for the Southern Pacific in
New Orleans, and in that capacity issued much of the literature of
that road still in circulation.
MR. W. O. MUNDY, formerly master mechanic of the St. Louis
Transit Company, has become connected with the Westinghouse
Electric & Manufacturing Company, at Pittsburg, with the title of
commercial engineer. Mr. Mundy is recognized as one of the
brightest men in his branch of electric railway work in the coun-
try.
MR. F. SEJERSTED, manager of the Holmenkollen Electric:
Railway, of Christiania, is on a visit to this country as the repre-
sentative of the Norwegian Government Railways for the purpose
of studying the application of electricity to railway service here as
bearing on the proposed conversion of the government roads of
Norway from steam to electricity.
MR. A. S. PALFREY, of the auditing department of the Con-
necticut Railway & Lighting Company, of Bridgeport, Conn., has
been appointed auditor of the Ferrocarriles del Distrito Federal, of
the City of Mexico. Mr. Palfrey will leave for his new position
shortly. Mr. Palfrey was formerly connected with the Lynn &
Boston Company and later with the Syracuse Rapid Transit Com-
pany.
MR. J. S. HAMLIN has severed connections with the National
Electric Company, taking effect Sept. 1. Mr. Hamlin has been with
the Christensen Engineering Company since its existence, with the
exception of two years, one of which he was master mechanic for
the Union Traction Company at Anderson, Ind. During the follow-
ing year he was sales manager of the Neal Duplex Brake. Later he
returned to the employ of the National Electric Company, successor
to the Christensen Engineering Company.
MR. JAMES W. LYONS has announced his resignation as
manager of the power department of the Allis-Chalmers Company.
His resignation took effect on Aug. 13. Mr. Lyons has taken this
step to accept the appointment as consulting engineer to the Elgin
Watch Company, of Elgin, 111., which will erect new and extensive
works under his supervision. He will also engage in other con-
sulting works ; the headquarter will be at Chicago. Mr. Lyons
takes with him the good wishes of all his former associates in the
Allis-Chalmers Company.
MR. N. C. SMITH, superintendent of the Newton division of the
Boston Suburban Electric Companies' system, has been appointed
superintendent of the Groton & Stonington Street Railway, now
nearing completion. The system of which Mr. Smith now has
charge comprises about 50 miles of track. He has been superin-
tendent of the division for about seven years, working up from
driver of a horse car about eighteen years ago. Mr. Smith is about
forty years old. The position of engineer for the road has been
given to Mr. John Barry, formerly of New London, but now of
Groton.
MR. HENRY E. HUNTINGTON, the street railway magnate
of Southern California, is now in Los Angeles after an absence of
two months in New York. Mr. Huntington says he has no new
plans for that section of the State, in addition to those he outlined
before he went away. He is convinced Los Angeles will continue
to grow and that the winter season will be up to expectations.
Plans for the extensions of his lines on the coast are still in embryo,
so far as information for publication is concerned. Mr. Huntington
says his present stay in Los Angeles will not be lengthened beyond
"a few weeks."
MR. NELSON GRABURN has been appointed master mechanic
of the Montreal Street Railway Company, of Montreal, Que. Mr.
Graburn's latest achievement was the reorganization and electric-
fication under his supervision of the Alexandria & Ramleh Railway
of Alexander, Egypt. Mr. Graburn's experience has extended to
both steam and electric railroads, also electric lighting. He served
an apprenticeship with the Canadian Pacific Railway as mechanical
engineer from 1881 to 1887, when he joined the Edison Illuminating
Company, of Brooklyn. He remained with this company until 1889,
when he went to the Thomson-Houston works at Lynn, Mass., to
take a student's course in electric railway work. After completing
this course he was sent to Canada by the General Electric Company
to look after contracts. Mr. Graburn resigned this position to join
the Montreal Street Railway Company as assistant electrical engi-
neer. In 1894 he was promoted to the position of electrical engi-
neer and assistant superintendent. He resigned from this company
in 1899 to accept the position of consulting engineer of the Com-
pagnie Generale de Traction, of Paris.
Street Railway Journal
Vol. XXIV.
NEW YORK, SATURDAY, SEPTEMBER 17, 1904.
No. 12.
Published Every Saturday by tbr
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Improving the Forge Shop
In common with the repair shop, the forge shop offers a fer-
tile field for the introduction of labor-saving methods. Thus,
the ventilation question deserves study in its bearing upon in-
creased output of employees, for in many cases the atmosphere
of the smithy is vitiated by smoke and dust — a condition some-
times extending to adjoining shops.
Frequently the air for the forges is supplied by one employee
at the bellows instead of being furnished by a power-driven
fan. A case in point is that of a Western road in which the
forge and machine shops occupied different ends of the same
room. The air was very bad, and the company finally realized
the expense of running the bellows by muscular power. In-
stead of belting a fan to a convenient line shaft which was
already installed within 10 ft. of the forge nearest the machine
shop, the company attached an old locomotive steam-driven
air compressor to the opposite wall, with all its wastefulness
of power, and at last accounts was attempting to operate the
blacksmith department air supply by this means. Half-way
measures of this character often show economical results in
comparison with the original conditions obtaining; but in many
cases a much higher efficiency of operation and a greater saving
in running expenses can be secured by following questions of
this kind to their logical conclusions. It is often as easy to
obtain economical operating conditions in an old shop as in a
new one, if a little forethought is observed.
Changing Car Colors
There is a constant changing of the standard car colors of
both steam and electric roads. This is partly attributable
to changes in management, but is due fully as much to
changes in the ideas of the same manager from year to
year. It is not uncommon to find a large city system
having three or four different colors, and this difference
in colors is not due to any old-fashioned ideas of the
management as to having a different car color for each route,
but is caused by the different ideas entertained by the
management as to the proper car color at the time various lots
of new cars were ordered. It has been our observation that,
no matter what color the management of a road adopts, there
is likely to come up a question after a few years operation as
to whether that color is the best, and whatever the color, the
difficulties in securing one which will not fade, which is easy
to match and easy to maintain, are so great that the manage-
ment is likely to conclude that almost any color than the one
with which it has had the most experience would be better. In
other words, it is a case of "whatever you do you w ill wish you
had done the other thing." One company abandons red because
it is hard to maintain; another is just adopting red, and so on.
Even the standard Pullman car colors are not entirely the
same from year to year. This is evidently not a case where we
can learn much from the steam roads, because we find our
steam road brethren are fully as fickle in the matter of colors
as electric railway men. Not quite as great a variety of colors
arc used on steam railway passenger coaches as on street rail-
ways, but there are enough to confuse any one who is trying to
select the best color in the light of steam railroad experience.
In view of the great variety of colors used by railway com-
panies during many years operating experience, it would appear
that, as far as durability and ease of maintenance are con-
cerned, there is no great difference between the five or six most
common car colors, and that it is mainly a question of getting
good colors in the first place and not neglecting cars so that
they can become weather beaten. No color will look well if a
car is neglected, and almost any of the good standard colors
will look well if the car painting is well maintained.
388
STREET RAILWAY JOURNAL.
[Vol. XXLV
No. 12.
Buffet Cars on Interurbans
At first thought, the proposition of operating a buffet car on
an interurban line might seem questionable, as most interurbans
cater so largely to local business. A further investigation
shows, however, that there is a certain field for the interurban
buffet or dining car, just as there will certainly be in time for
the interurban sleeping car. The buffet car of the Aurora,
Elgin & Chicago Railway, described in our last issue,
might appear at first to be one of these questionable invest-
ments, but when the conditions are all understood it settles
down to a more businesslike proposition. In the first place, as
long as the company is catering to special parties, there will
always be an opportunity to make good use of a car of this
kind, for it makes an excellent car for special parties and is not
by any means purely a buffet car. As a special car was needed
to take care of the special party business, it was nothing more
than good business judgment to make the car so that it could
serve the purpose of a diner, especially when the character of
the suburban territory through which this line runs is consid-
ered. This is the only railroad having a station near the ex-
tensive golf grounds at Wheaton, near Chicago, and there is a
fairly steady demand during the summer for the highest class
of service in the way of cars for special parties, as well as a
parlor and buffet car service, and it is not unlikely that some-
thing in the way of regular combination parlor and buffet car
service may be arranged for later if traffic conditions war-
rant it.
There is another field for the interurban buffet or dining car
to which we have referred before. This is in the interurban
limited service which is being carried on between some of the
more important towns. These limited cars are patronized by
those who are willing to pay an extra price for speed and free-
dom from the annoyance of local stops, and it is this class of
passengers, including traveling men and others, that would
gladly pay for buffet lunch service on these cars during meal
time hours, as it would mean either the avoidance of consider-
able discomfort due to irregular meals, or the saving of con-
siderable time. For such service, while a regular dining car
would hardly be the thing, a car of the class now being built
for limited interurban service, with arrangements for tables
between seats and for serving light lunches, is well adapted, and
such a car does not involve much idle investment, as the kitchen
can be very small and takes up but little room. It is only where
runs are more than an hour in length that such a service could
probably be made to pay, but between large towns, with runs
of over an hour, there is certainly a demand for it.
For example, suppose a traveling man in Indianapolis wishes
about noon to take a limited car for some point two hours dis-
tant. If he can get a lunch on board he will by all means take
that car rather than wait until another car and lose half the
afternoon for the sake of getting lunch before he starts. No
one realizes this better than the traveling man.
It may be a little aside from the subject of buffet cars, but
it would do every interurban manager good to occasionally
start out as would a commercial traveler and attempt to "make"
a number of the principal towns, either in his own or some
other territory. He would no doubt be set to thinking of sev-
eral things that would not otherwise occur to him, not being in
the habit of looking at things from the traveler's standpoint,
and he would therefore be in a better position to plan for the
accommodation of those who create the gross receipts. It is
usually best to make such trips away from one's own territory,
because the home ground is so familiar that it is impossible to
go over it in the same critical state of mind as would the aver-
age traveling man.
Amateur Criticism in St. Paul
One of the most prominent traits in human nature seems to
be the tendency to perpetually kick against the pricks. Since
the telephone came into universal use in active urban affairs,
the mental athleticism of rancous-voiced fault-finders has been
stimulated beyond precedent, and scarcely a day passes in any
city telephone exchange without a liberal harvest of indiscrim-
inate complaints from the public at large. Most of these ob-
jections to the service are lodged with the operating company,
however, and to the street railway is left the privilege of being
run by non-technical editors and letter-writers to the daily
newspaper — if the regular management would but consent.
The latest illustration of this constant chip-on-the-shoulder
attitude comes from St. Paul. One of the prominent daily
papers of that city has "handed a hot wan," as Mr. Dooley
would put it, to the Twin City Rapid Transit Company in re-
gard to the Union Depot Loop, the editorial roasting oven hav-
ing been run overtime on forced draft to deliver the high tem-
perature criticisms in season for the breakfast editions. It
seems that the company, backed by the opinions of numerous
abutting citizens along the route, has about come to the con-
clusion that the Union Depot Loop is scarcely worth its oper-
ating expenses in the transportation scheme of the city, and
on the strength of the exceedingly small traffic handled on this
portion of its lines is considering the desirability of cutting out
that particular service altogether. The possibility of such an
occurrence has aroused the daily paper in question to such a
feverish state of mind that it is worth while to bring out a few
points in connection with the situation.
At the present time the traffic on the Union Depot Loop in
St. Paul is handled by two small cars on an interval scheduled
at seven or eight minutes through most of the morning and
afternoon. The Union Depot is located at the foot of Sibley
Street, in the heart of the wholesale district, and is within
three short blocks of close interval car lines giving free trans-
fers to every line in the city. Two of the most important lines
pass within two blocks of the railway station, and practically
every electric car in St. Paul that enters the business district
passes within, at the most, five blocks of the Union Depot. In-
numerable passengers leave their cars at points so near the
station that they do not consider it worth while to transfer,
either to the loop cars or to the other adjacent lines. The
nearest point to the depot on the loop line itself is a block from
the door. The traffic on the line indicates that little if any need
of the loop service exists. In comparison with other cities the
people of St. Paul are well served in the matter of access to
the railway station, and in no city of consequence is it ex-
pected that every car will pass out of its logical route to handle
the relatively small business of long-distance travelers — at least
by persons informed upon transportation matters. One does
not walk much, if any, further in St. Paul between the steam
railway train shed and a car line transferring to every route
in the city than in leaving the Boston South station or the
Denver Union Depot, to cite two examples of cities having
adequate car service. Certainly the majority of the traveling-
public must be cared for before the cars on every line can be
diverted for the benefit of a small minority.
In this connection lies a point often missed by these amateur
masters of transportation who are always on the hunt for
trouble : The interests of the public and the street railway com-
September 17, 1904.]
STREET RAILWAY JOURNAL.
389
panies are identical in ninety-nine cases out of one hundred.
Track locations are difficult enough to secure in these days, so
that when one is given up or the service cut out, it may be
pretty generally assumed that the line is of no value to either
the public or the operating company. It is only fair to say that
the interval between cars on the Union Depot line in St. Paul
has not always maintained the highest standards of regularity,
and that if any service whatever is to be given it should be as
close to scheduled intervals as congested city streets will per-
mit. This, however, in no way justifies the editorial tirade
against the Twin City Company, as an examination of the
present adequate facilities by a professional electric railway
man will disclose. From the earliest days of the commuter on
steam roads down to the present time, practically every other
man in the street considers himself perfectly capable of run-
ning a railroad under all circumstances, failing to realize that
the experience of years is a vital factor in successful service.
Criticism is well enough if it is presented to the proper authori-
ties, but it would be fitting if unprofessional students of street
railway matters would refrain a little oftener from rushing
into print until they have first discussed operating questions
with the men who grapple with them in their daily work and
who are making a life study of the business.
The Supply Men at the St. Louis Convention
As already announced in these columns, a preliminary or-
ganization, known as the Manufacturers' Committee, has been
effected among the manufacturers and dealers in street railway
supplies to co-operate with the executive committee of the
American Street Railway Association in caring for the ex-
hibits and the entertainment of attendants at future conven-
tions of the association. Several suggestions have been made
in past years for the organization of a body of this kind, but
the time was not ripe for it, as the traditions of the association
had always been that the local street railway company, in the
city in which the convention was being held, would provide all
of the local arrangements necessary for the entertainment of
those in attendance.
This hospitable policy originated at a time when the asso-
ciation consisted simply of the presidents of a very few street
railway companies and when the total number in attendance at
any convention did not number over fifty. The custom has
been continued up to the present time with most praiseworthy
generosity and regardless of expense, but all members of the
association have recognized for some time that with the in-
creasing attendance this burden could no longer be placed upon
the local railway company. In fact, many have expressed
themselves to this effect at recent meetings of the association.
It is not only a question of expense, although this item runs
into many thousands of dollars, but of expediency as well.
Under the plan pursued so far, the manager of the local com-
pany and his assistants, all of whom are busy men, are obliged
to assume for several months prior to the meeting, the details
of providing entertainment and caring for other features of the
annual convention, a burden which it is not fair to impose
upon them.
For a lung time the representative manufacturers have fell
that they would he glad to assist in both the necessary expendi-
ture and the preliminary work attendant upon the carrying out
of a successful convention programme, but there has been a
natural disinclination both on the pari of the lo;al street rail-
way company to seem to shirk any of this work and on that of
the members of the association to receive co-operation in this
way from any one outside of the association. This year, how-
ever, seems for every reason a most opportune one for initiat-
ing a new plan. The executive committee has wisely agreed
that in view of the meeting at St. Louis there is no necessity
for any exhibits, and opinion is now unanimous among the
street railway companies that in view of the size of the gather-
ings a change of procedure is advisable. To undertake this
work is, in brief, the field of the present Manufacturers' Com-
mittee. The plan has had the indorsement of the officers and of
many of the leading members of the association, and we have
no doubt that it will receive the co-operation as well of all of
the manufacturers and the supply dealers, as well as the ap-
proval, at St. Louis, of all of the members of the street rail-
way association.
As at present constituted, and with practically no personal
solicitation, the new association has over seventy subscribed
members and other pledges which will make the number over
one hundred. If its purposes were better known — and we hope
that they will be fully recognized before the St. Louis conven-
tion— it should have at least 300 members, as the expense con-
nected with membership is trifling. At St. Louis the new asso-
ciation will provide an attractive programme in the way of en-
tertainment, and will also supply all of the badges used by both
delegates and supply men. Its future work will depend upon
the wishes of the association as expressed at the annual meet-
ing, but the committee is prepared to act for the American
Street Railway Association in any way in which the latter will
consider its services useful.
Although the step is an innovation in the street railway
field, it is in no sense an experiment. A similar body has been
co-operating for a number of years with the Master Car Build-
ers' and the Master Mechanics' Associations of the steam rail-
road companies, and has been found a most useful body ; in
fact, one which is now regarded as indispensable to the success
of the meetings of those two societies. The steam railroad
manufacturers' association is fifteen years old, and at the last
convention at Saratoga of the Master Mechanics' and the Mas-
ter Car Builders' Associations was represented by 327 mem-
bers, each of which had present anywhere from one to thirty-
two men. The annual dues to this association are $35. The
badges at Saratoga were supplied by this association and were
confined to official delegates and to members of the manufac-
turers' association or their representatives, and it is needless
to say that all supply men in attendance at the convention were
members of the association.
We realize that a number of street railway manufacturers
have taken no action as yet in regard to the Manufacturers'
Committee, partly because of their desire to await further in-
formation at St. Louis and partly because the work of the com-
mittee has been identified largely with exhibits, and as there
are to be no exhibits at St. Louis it has been thought that there
was no special reason for joining the association. This, how-
ever, we believe to be an erroneous theory. The policy of the
American Street Railway Association as regards, its future
plans must depend largely upon the co-operation which it can
depend upon receiving from the manufacturers' association,
and hence upon the unanimity with which this association is
supported by the supply men. The latter, for many years past,
have been the recipients of hospitality from the American
Street Railway Association, and it is time for them to demon-
strate to the street railway managers that they are ready to
co-operate witli the association in any policy which the latter
desires to pursue.
39°
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
THE DAYTON, COVINGTON & PIQUA TRACTION COMPANY
An excellent example of the successful development of an
electric railway passing through a farming district containing
several small towns is furnished by the Dayton, Covington &
Piqua Traction Company, of Dayton, Ohio. With reference
to territory and construction, the road is situated like dozens
of other interurban roads in the Central West. To be more
accurate, it is in one respect worse off than the majority of
such roads, since its terminal points are connected by another
electric railway traversing a shorter route. Despite this ap-
parent handicap, the Dayton, Covington & Piqua has a terri-
tory which is distinctly its own and it is serving and develop-
ing of the 6-mile extension, and the name of the property was
changed accordingly. The valley is lined with small farms
given up largely to market gardening, and the produce is sold
in Dayton and Cincinnati. Before the building of the electric
railway the people were obliged to depend upon a branch line
of the Cincinnati, Hamilton & Dayton (steam) Railroad, which
ran but two trains a day. The steam road takes a circuitous
route into Dayton, and although the electric line makes no
pretense at being a high-speed road, its cars give better time
into the city from nearly all points than do the steam trains.
The inhabitants of the towns along the line are as follows:
Dayton 115,000
Englewood 400
Union 300
West Milton 1,000
Ludlow Falls 300
Covington 1,800
Piqua 16,000
AN EXAMPLE OF MASONRY CONSTRUCTION
MAP OF DAYTON, COVINGTON & PIQUA TRACTION COMPANY'S
SYSTEM AND CONNECTING LINES
TANGENT, SHOWING LINE WORK ON THE DAYTON, COVING-
TON & PIQUA TRACTION LINE
ing it by methods unique in many respects and making the
property a satisfactory investment for those who own it.
The road is 34 miles long, extending from Dayton to Piqua
by way of Covington. Between Dayton and Covington it
traverses the valley of the Stillwater River, one of the most
picturesque and fertile valleys in the State. Originally the line
was projected to afford better transportation facilities for this
valley alone, and the project was known as the Dayton & Still-
water Valley Traction Company, but the demand for better
connection between Covington and Piqua prompted the build-
There are numerous small villages within a short distance of
the line and contributing to it, and the population tributary to
the line is figured at 160,000. It is the intention of the com-
pany to build a 12-mile spur to Bradford and Versailles, which
have 1200 and 1500 population, respectively. The right of way
for this extension has been obtained.
The road was projected by Judge Dennis Dwyer, one of the
pioneer electric railway builders of Ohio, who is also responsi-
ble for several lines radiating from Dayton. He is now presi-
dent of the company, although the control and management are
September 17, 1904.]
STREET RAILWAY JOURNAL.
39i
in the hands of the Boston Industrial Company, of Boston, who
financed and built the road. The direct management is in the
hands of Edward C. Spring, with the title of general super-
intendent.
From Dayton to Covington the line traverses the side of the
main highway of the Stillwater Valley. The majority of its
franchises are either perpetual or for fifty years, with a few
of them for twenty-five years. The highway makes frequent
changes, so that at times the line is in the valley and again
A GRAVEL BANK ON THE LINE OF THE DAYTON, COVINGTON &
PIQUA TRACTION COMPANY
on the hillside, thereby necessitating numerous grades. How-
ever, only one of these exceeds 5 per cent. The section from
Covington to Piqua is tangent, with no perceptible grade. The
roadbed is maintained in excellent condition. The track is all
70-lb., with joints of the Continuous type. The rails are
double bonded with the Ohio Brass Company's flexible all-wire
bond on both sides of each joint beneath the plate. The track
is cross bonded every 500 ft. with the Ohio Brass Company's
bonds. The road was ballasted with a very coarse variety of
gravel, of which a large bank was secured adjoining the right
of way, and handled with a steam shovel and bottom dump
A CUT AND 5 PER CENT GRADE ALONG THE LINE OF THE
DAYTON, COVINGTON & PIQUA TRACTION COMPANY
cars. There are several large cuts and fills and a number of
stone culverts crossing small streams. At Ludlow Falls, cross-
ing a deep gorge and the Big Four Railroad, the company
built a three-span trussed bridge, 364 ft. long and 84 ft. high,
resting on solid stone piers. The bridge was furnished by the
New Castle Bridge Company. The bridge is almost over the
falls, affording a view of a beautiful bit of scenery.
Over a considerable portion of the route the poles are 40 ft.
high, and carry the lines of a telephone company operating in
that district. On the balance of the route the poles are stand-
ard. The trolley is double 00 round wire. Three 0000 d. c.
copper feeders extend the whole length of the line, carried on
a cross arm above the side arm, and designed for six feeders.
Above this cross arm is a smaller arm carrying the telephone
wires for the despatching system.
The management believes in the use of comparatively small
cars for a road of this character. With hourly headway the
average loads are seldom up to the full seating capacity, and
on heavy runs the practice is to run double-headers. The cars,
which are 45 ft. in length, require about 125 amps, to start cn
a level, whereas some of the 60-ft. cars used by roads in this
district require 300 amps, to start, and the additional weight
STANDARD PASSENGER CAR USED BY THE DAYTON, COVING-
TON & PIQUA TRACTION COMPANY
and seating capacity are only used on occasional runs. The
company has eight passenger coaches, two express and freight
cars and two flat cars used as trailers. Three of the passenger
coaches have combined baggage and smoking compartments,
while the other five have passenger and smoking compartments.
Each is furnished with a toilet room. They are equipped with
four G. E. No. 57 and No. 67 motors, mounted on Barney &
Smith class A trucks, and controlled by G. E. K-14 controllers.
The car bodies were built by the Barney & Smith Car Com-
pany, of Dayton, and are of plain but substantial construction.
The interior finish is of light oak. The auxiliary equipment in-
THE TERMINAL AT PIQUA OF THE DAYTON, COVINGTON &
PIQUA TRACTION COMPANY
eludes Christensen air brakes, Consolidated electric heaters,
Wilson trolley retrievers and two Ohmer fare registers. One
of these is used for the interurban fares and the other for the
city fares, as the cars enter the city for 2y2 miles over the
tracks of the People's Street Railway Company, the traffic
agreement being on the Dayton plan, under which the city
company takes 3 cents and the interurban company 2 cents of
the city fare.
The freight cars are the same length as the passenger type,
and have double doors to enable them to take on heavy freight.
On the roof of each car is an elevated platform which permits
392
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
the use of the cars for line repair work. It is seldom that
more than one of the freight cars is in service at the same
time, hence there is no necessity for a line car.
The main car house and power station are located at West
Milton, together with the office and operating headquarters of
the company. The arrangement of the buildings is shown in
the accompanying illustration. The office building is a neat
little one-story structure, the rear portion containing the de-
spatcher's office, a reading room and lavatories for the men,
while the front portion contains the general office room and
GENERAL OFFICES AND MEN'S WAITING ROOM AT
WEST MILTON
private office for the superintendent. The car house is of
brick, 174 ft. long x 48 ft. wide, and contains four tracks, one
of them having a pit the entire length. The company does its
own light repair work, but has not yet equipped a shop for
heavy repairs. The equipment is new and very few renewals
have been required. It is expected that this fall a number of
machine tools and other necessary repair shop equipment will
be installed. The power house adjoins and is connected with
Ihe car house. It measures 101 ft. x 50 ft., and is divided prac-
tically in the center by a brick wall separating the engine room
from the boiler room.
Fuel for the bouse is handled in standard coal cars from a
connecting track with the Cincinnati, Hamilton & Dayton
(steam) Railroad within 500 ft. of the station. The coal cars
are pushed by one of the company's freight cars through the
are 7-16 in. thick, and the heads 9-16 in. thick. They have
plain grates, with 48 sq. ft. of grate surface, and operate at
120 lbs. of steam. They were built and installed by E. Hodge
& Company, of Boston. A steel stack 72 ins. in diameter and
100 ft. high rests on its own foundation outside the boiler room.
The breeching contains a Stillman automatic damper regulator
operated from the main header, which is 12 ins. in diameter,
and extends across the top of the boilers and is connected with
them by 5-in. lines.
The engines are two Buckeye tandem compound, piston valve
type, cylinders 78^ ins., and 36-in. x 40-in. stroke, and revolve
at 105 r. p. m. They are rated at 500 hp each, but frequently
develop 800 hp. They consume about 18 lbs. of water per horse-
power and about 4 lbs. to tf/2 lbs. of coal per horse-power. The
engines are designed rights and lefts, and the stands for con-
trolling the auxiliary equipment are between them. Below
each engine is a Smith- Vaile jet condenser of the following
dimensions: Steam, 9 ins.; air, i6l/2 ins.; stroke, 18 ins. The
exhaust piping is arranged with suitable gate valves, so that
either condenser can be used on either engine. The auxiliaries
are designed to make use of all hot water. The exhaust from
engines passes through primary heaters before entering the
condensers, and secondary heaters take the exhaust from the
two condensers and the boiler feed pumps. The feed water is
passed through three heaters and delivered to the boilers at
210 degs. The condensation from the heater system is used
for heating the offices and car house. The water supply for the
house is taken from the Stillwater River and is pumped 1600
ft. with a lift of 60 ft. to a 500,000-gallon cooling pond at the
rear of the house. The pump house is on the river bank 12 ft.
above high water, and contains a three-cylinder 7-in. x 8-in.
Smith-Vaile pump direct-geared to a 35-hp motor, which is
started and controlled from the power house. The pump house
is operated only a small portion of the time to keep the pond
up to a certain level. Adjoining the pond is an 8-ft. well pro-
vided with a strainer from which the condensing and feed
water are taken. The condensing water is conveyed back to
the pond through a 16-in. tile overflow, and the warm water is
GENERAL VIEW OF THE OFFICE, CAR HOUSE AND POWER HOUSE OF THE DAYTON, COVINGTON & PIOUA TRACTION COMPANY
AT WEST MILTON, OHIO
second track in the car house onto an overhead trestle adjoin-
ing the boiler house. The fuel is dumped through the trestle
into small industrial railway cars, which are pushed by hand
into the boiler house in front of the boilers. The cars run
into the house practically by gravity, as the boiler room floor
is considerably lower than the surrounding property. All fuel
is weighed as it enters the boiler room. The boiler room floor
is 10 ft. below that of the engine room, while the engine room
floor is 8 ft. below the level of the car house floor. The base-
ment below the car house is used as a stock room and storage
for material of all kinds, and the basement below the engine
room contains the auxiliary steam equipment.
The boiler equipment consists of four return tubular boilers
rated at 175 hp each. They are 72 ins. in diameter and 20 ft.
long, and contain eighty-six 3T4-in. flues. The boiler shells
carried around to the far side of the pond by a wooden trough,
which assists in cooling the water. The overflow to the pond
adjoins the point where the condenser discharge enters and
impurities are carried off. There are two Smith-Vaile duplex
feed pumps, one 6 ins. x 4 ins. x 6 ins. and the other 7 ins. x 4
ins. x 10 ins. Either can be used on the feed-water lines, and
the larger is designed for fire protection and to supply the vari-
ous buildings with water.
The lubrication of all bearings is automatically provided by
a forced feed system in connection with a Columbus radiator
filter furnished by the Columbus Oil Filter Company, of Co-
lumbus, Ohio.
Direct current is used exclusively on this line, as it was not
considered to be long enough to necessitate the use of alter-
nating-current distribution. Three 0000 copper feeders cover
September 17, 1904.]
STREET RAILWAY JOURNAL.
393
the line, and the voltage is well maintained at all points on the
system. The generators are direct connected to the engines,
and are of the General Electric direct-current type, rated at
300 kw, although it has been found that they were greatly un-
derrated. Under normal conditions they develop 500 amps.,
and frequently have developed 850 amps, per machine. One
machine has been found ample for the average load on 34 miles
of track with five cars on regular headway, in addition to
which they supply the West Milton Water Works with a small
amount of power about equal to one car. The switchboard has
six black enameled panels and occupies a bay. All switching
is done from the negative side.
Before the road started, the company canvassed the freight
and express situation very thoroughly and decided that more
money could be made by pushing the freight business at steam
freight rates, and also doing an express business at express
rates, than by doing a purely express business and attempting
to get express rates for everything, as is done by many of the
roads in this district. The decision seems to have been a wise
The man acts as a go-between for the farmers along the route
and the wholesalers and commission houses in Dayton. He
calls up the farmers and inquires as to their offerings in fruit,
grain, tobacco, live stock and other produce, and then calls up
the city merchants and inquires as to their wants, frequently
making deals on the spot. The company charges nothing for
making these connections and is satisfied with the freight.
Large quantities of grain and tobacco have been moved in this
way and the company provides facilities for storing these goods
when it cannot be moved at once. In handling tobacco it has a
portable platform with scales, and the company's figures are
taken by both parties, saving the time and expense of double
weighing. A great deal of live stock, including sheep, pigs,
calves and cattle, are handled to a stock yard at Dayton. These
are handled in the closed freight cars and are carried through
the city at night, the stock yard mentioned being on the Day-
ton, Springfield & Urbana Railway. The cars are well littered
with straw and are thoroughly cleaned after each trip, so there
is nothing offensive about their passing through the towns.
L
Track No-2
/8x8H.P, -
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Track No-3
i
— *i
Track No. 4
— 1
t<- - -io'o-
H Bolts
3' 'Apart
. . . /K-
Apart "J^rJ
Plan of Pier
Front Doors at Entrance
Floor Plan
rr>^---r— n
31 rP=rA
id
Location of Engine
±«==
Street R>/.Joum(il
PLAN AND ELEVATION OF CAR HOUSE OF THE DAYTON, COVINGTON & PIQUA RAILWAY AT WEST MILTON, OHIO
one, as the freight business furnishes a very considerable por-
tion of the gross receipts and is growing rapidly. Last year the
freight cars showed earnings of 28 cents per car-mile as com-
pared with 23 cents per car-mile for the passenger cars, while
the operating expenses were practically the same in both cases,
namely, about 14 cents per car-mile. In Dayton the company
maintains a freight station in connection with the Dayton &
Northern Traction Company, the two companies dividing the
expense. The two companies also have a partnership arrange-
ment on a passenger station and ticket office in the shopping
district of the city. The freight station is in the wholesale
district, and is a building 75 ft. x 50 ft., with track at the side
and convenient platforms for both cars and teams. At Piqua
the company owns a building 40 ft. x 80 ft., with teaming plat-
form in front and track at the side. The car crews assist in
loading and unloading the freight, and but one man is main-
tained by the company at each of the two stations. At other
towns the company has an arrangement with some storekeeper
for a waiting room and freight room, this being provided on a
percentage basis. The secret of the success of the freight busi-
ness is largely because the company maintains a solicitor, who
pursues a number of unique methods in working up business.
Considerable dressed meat is handled from the stock yards to
points along the line. For loading live stock the cars have
been equipped with a special lattice work incline, which folds
up into a door after the car has been loaded. From thirty to
forty sheep or pigs can be handled at a time in one of the box
cars. The rate charged is practically the same as on the steam
road, but where the steam road would take a day to a day and
a half to deliver the live stock to the stock yard, the electric
line does it in three hours. Weight shrinkage is an important
item in handling live stock, and owing to its quick delivery the
electric company almost invariably gets the business. The
company has a flat rate of 8 cents per cwt. on practically all
classes of goods handled as freight. There are two regular
freight runs each way a day, and there are a great many extra
runs for car-load business. No package is handled for less
than 25 cents. Every other car is a combination car, and a
great many packages requiring immediate delivery, such as
fruit, bread, etc., for the country merchants, are handled in
these at the express rates — 30 cents per cwt. Considerable
business has been done in the handling of stone, lumber, gravel,
bricks and other building material. This is usually handled at
night on flat cars, which are hauled as trailers. A decided
394
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
novelty is the formation of an ice route along the line. The
pond ice obtained throughout that district is not desirable ow-
ing to limestone deposits, and the company therefore made an
arrangement with an artificial ice manufacturer at Dayton to
deliver ice at the freight station in Dayton for 14 cents per cwt.
The railway delivers it to stores, restaurants and fam-
ilies along the line at 28 cents per cwt., making a profit over
COOLING POND AND SLUICE FOR CONDENSING WATER
what the freight would ordinarily be. The shrinkage is not as
great as might be supposed. The ice is delivered a few minutes
before the departure of the first morning car on Mondays,
Wednesdays and Fridays, these being the smallest runs of the
week for other goods. The ice is in 300-lb. cakes, nothing
smaller than this weight being sold. In many cases families in
the same neighborhood club together and divide a cake. For
handling ice the car is provided with a large steel pan with a
drain through the side of the car, so that the water does not
soak through the floor.
ALONG THE RIVER IN OVERLOOK PARK
Superintendent Spring has been making a study of the most
desirable methods to be pursued in developing the agricultural
interests of his district, and he is endeavoring to induce the
farmers to raise crops which find a ready market at Dayton.
On several occasions he has arranged for public meetings in
the various towns along the route, and addresses have been
made by members of the State Board of Agriculture and other
authorities on higher modes of agriculture, and already these
meetings .give promise of good results. Mr. Spring is co-
operating heartily in the plans of the Ohio Cold Storage Com-
pany recently formed at Dayton for the purpose of establish-
ing a large cold storage warehouse. The company will collect
produce from the farmers and pay market prices for it and then
distribute the goods over a wide territory. Wherever possible,
the company aims to act in conjunction with the traction com-
panies, which will collect the produce and take it to the ware-
house. It is the intention to place refrigerator cars on the
traction line and handle dressed meat as well as produce. Ow-
ing to its territory, Mr. Spring's company will be a most im-
portant factor in the development of this new line of business.
Passenger business which is induced forms a considerable
THE BRIDGE AT LUDLOW FALLS
part of the traffic of this line. The natural scenic beauty of
the Stillwater Valley and the quaint villages through which it
passes, makes the road a popular pleasure route, while the
company's picnic resort, Overlook Park, at West Milton, is
one of the most beautiful and popular in that section of the
State. The company bought 80 acres adjoining its power
house and office and bordering the Stillwater River, which at
that point is quite wide. The resort was designed primarily
as a picnic park and no attempt has been made to install the
numerous attractions common with pleasure resorts near large
THE DANCING PAVILION IN OVERLOOK PARK
cities. A fine dance hall, 80 ft. x 100 ft., recently built, has a
wide veranda extending all the way around, and has been con-
structed for winter as well as summer parties. It will be heated
in winter by a steam pipe from the power station. There is an
elevated platform for an orchestra, and the company has leased
aCecilian automatic piano, which has proven a very good invest-
ment, as it is operated for practically nothing. The night fore-
man at the car house does double duty on evenings when there
are dances. He goes to the dance hall and plays a selection,
then there is an intermission for five minutes while he goes
back to the car house to look after his cars. The use of the
pavilion and music are given free to a party chartering a spe-
cial car, for which there is a fixed schedule of rates, according
to what town the party is from. Suppers may be served, if de-
September 17, 1904.]
STREET RAILWAY JOURNAL.
395
sired, as the building' contains a kitchen. On Saturday even-
ings the hall is open to the public, and during the afternoons
when there are no private parties, it is open to picnickers. The
grounds are free to all who come on the company's cars. Nu-
been a day when the pavilion or grounds have not been let to
parties. Some of the largest Dayton picnics have been held
at Overlook Park this summer, and at times the company has
had to borrow rolling stock to handle the traffic. Adjoining
the park are the grounds and country quarters of the Dayton
Club. In securing this Mr. Spring made an excellent move
for his company. An old farm house occupied a beautiful site
overlooking the river when the company bought the property.
The management repaired it, beautified the grounds and offered
Stree! Ry.Journa
ORGANIZATION CHART OF THE DAYTON, COVINGTON &
PIQUA TRACTION COMPANY
merous swings have been provided, and a number of steel row-
boats have been placed in the river, which is exceptionally fine
for boatine and fishing.
ENGINE ROOM OF THE DAYTON, COVINGTON & PIOUA TRACTION COMPANY
The company has a passenger solicitor who is constantly em-
ployed in working up picnics, excursions, dancing parties, fam-
ily reunions, etc., and during the past summer there has hardly
DAYTON CLUB HOUSE IN OVERLOOK PA K K
the place at a nominal rental to the Dayton Club, one of the
finest clubs in the city. The offer was accepted with alacrity.
The place is pleasingly furnished in quaint country style, and
the chicken dinners alone, not to mention the fine fishing and
boating and delightful surroundings, serve to induce the club
members to take advantage of every opportunity to run out to
the club. Club members have free use of the park privileges,
including dancing.
In addition to advertising quite extensively in the city and
country papers, Mr. Spring has some rather diplomatic methods
of making this resort known. When some
society or organization plans to hold a picnic,
free transportation for a committee to visit the
park and a little lunch at the club go a great
way toward deciding the matter when several
resorts are being considered. Recently the
Dayton Hotel Clerks' Association enjoyed a
quiet little supper at the club, with a pleasant
evening at the park', with the result that many
strangers to the city seeking an outing are
now advised to run out to Overlook Park.
The daily newspaper men have been similarly
entertained and columns of good advertising
thus obtained at comparatively little expense.
Passenger rates on this road, as well as
other Dayton interurbans, are comparatively
low. The regular rates figure about iy2 cents
per mile, and books containing 600 i-mile
coupons are sold at $7.50, giving rr4 cents a
mile. These books may be used by several in
a party. With the exception of free trans-
portation, these are the only forms of tickets
handled by the conductors. The company
believes in reducing to a minimum the op-
portunities and temptations for dishonesty
among employees, and it is believed that
a man is much less liable to take cash
than effect collusions with ticket agents, or by other
methods juggle with tickets. Fares and mileage tickets are
rung up on Ohmer registers and duplex cash-fare receipts are
396
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
given. Each conductor is provided with a small hand satchel,
and at West Milton, in both directions, he turns in his satchel
with report and receives another. At the same time he is
handed his train orders by the despatcher. These orders are
issued in triplicate on an Egry automatic register and usually
cover one round trip. The orders are in larger form than
those generally used by interurban roads, and the details are
carefully written out. Should it be necessary to call for an
order from a siding, a verbal one is given, carrying the car to
West Milton, where a new written order is given. Conductors
and motormen are carefully selected and given a rigid examina-
tion. Although the road has been in operation for two years,
not a man has been discharged or left the employ of the com-
pany. The men are sworn in as special police in the counties
through which the road passes, and the company's rules regard-
ing disorderly conduct or disturbances on cars are rather pe-
culiar. A passenger who refuses to pay his fare or otherwise
creates a disturbance is never ejected from a car. The crew
stop at the first siding, call up the police at the nearest town
and have the man arrested. The company has strenuously
prosecuted a number of offenders until at present disturbances
on its cars are rare occurrences. Crews are uniformed in a
cadet gray, which it is claimed is neater and less liable to soil
than the usual blue uniform. Crews are paid 20 cents an hour
for the first five years of service, 23 cents after five years, and
25 cents if they remain ten years. Conductors are given $10
and motormen $20 extra at Christmas time, if during the year
they have had no accidents which caused expense to the
company.
Each Tuesday and Friday, Superintendent Spring meets his
various heads of departments and assistants at West Milton
and discusses with them methods of improving the service.
Suggestions and complaints are then carefully investigated and
acted upon, and this plan thus gives each individual a more
active interest in his work. Special stress is laid upon keeping
the company's property and service in good order. The build-
ings and cars are kept neat and clean, and a beautiful lawn
with numerous flowers surrounds the buildings and office at
West Milton, a practice which is uncommon with Western
roads and which suggests the Eastern ownership of the
property.
Superintendent Spring has had over eighteen years of ex-
perience in all departments of electric railway work, and is
proud of the fact that he started as a motorman on the street
car lines of Boston. He was the chief organizer and first pres-
ident of the New England Street Railway Club, and was largely
instrumental in the organizing of the Ohio Interurban Railway
Association, of which he is vice-president. He believes that
in handling a property of this class, whose business must be
worked up to a large extent, that the operating manager must
keep closely in touch with every detail of the business. Mr.
Spring makes his home at West Milton and lives within a
stone's throw of the power station and office, and is on duty
practically all the time. In this way he oversees every move
that is made and passes on an immense amount of detail work
that is usually left to subordinates.
The property was placed in operation as far as West Milton
on June 26, 1902 ; to the center of Dayton, Nov. 26, 1902, and
to Piqua, May 12, 1903. The company has common stock au-
thorized and issued of $500,000, and 5 per cent preferred stock
authorized and issued of $550,000. The bonded indebtedness is
$450,000, authorized and issued. The company is paying its
interest charges and owes practically no money except its
bonded indebtedness, and it is expected that it will be in a posi-
tion to pay dividends on its preferred stock within a reasonablv
short time. The officers are: Dennis Dwyer, Dayton, presi-
dent; W. E. Geer, Boston, vice-president; George Whiting,
Boston, treasurer; Thomas T. Robinson. Boston, general man-
ager; E. C. Spring. West Milton, general superintendent; R. D.
Colburn, West Milton, chief engineer and master mechanic.
FLANGE WEAR AND SIDE-BEARING TRUCKS
An interesting,paper on this subject was presented by Gustav
Lindenthal at a meeting of the New York Railroad Club on
Sept. 16. Although intended primarily for steam railroad
work, many of the general principles apply to electric railway
service. The writer refers to the great flange wear on sharp
curves, and states that three causes may be assigned for it, viz:
Centrifugal force, the force required for deflecting the direc-
tion of the wheels fixed on axles from a straight line, and,
third, the frictional resistance of the center and side bearings
on the truck.
The first cause he considers so small as to be negligible.
Taking up the second cause he refers to the well established
fact, first brought out by A. M. Wellington, that the front out-
side wheel of an ordinary double truck is the only one in lateral
contact with the rail. The flanges of the three other wheels
do not touch the rails. The front outside wheel, therefore, as-
sumes the office of pushing the three other wheels of the truck
sideways from a straight line, in which they otherwise would
continue to roll, and takes up practically all the wear. The
slippage of the wheels by reason of their inability of turning
on the axles has no appreciable influence upon lateral pressure.
This rubbing friction of the outside wheel increases with the
angle of incidence — that is, with the degree of curvature, al-
though the lateral pressure against the outside rail is the same
on sharp curves as on light curves. The only way in which,
for the usual center bearing truck, the lateral pressure from
that cause (continuous change of direction on curve) could be
reduced would be by lubricating the top of the rails on curves,
reducing the coefficient of sliding friction from 25 per cent to
less than 3 per cent of the vertical pressure. That, however,
is impracticable. The wheel treads would, of course, become
greasy, and the traction power of the locomotives and the hold-
ing power of the brakes would be greatly reduced. It is a
choice of evils, and flange wear is the smaller of the two.
The length of wheel base has an important bearing upon
flange pressure. If the base be long, as in a single-truck car,
then the work of turning the car is performed by the front
outer wheel and the rear inner wheels, and both these wheels
have flange pressures, which for each wheel is :ess than the
flange pressure upon the front outer wheel of a shorter wheel
base, as in the double truck. But the angle of incidence is
greater, and both the outer and inner rail are subject to lateral
pressure and will show wear on curves.
Mr. Lindenthal then considered the friction of the center and
side bearings and their effect on increasing the flange pres-
sure. With a 160,000-lb. loaded freight car the following may
be considered the separate values of lateral pressure on curves
per single truck :
1. From centrifugal force, nil.
2. From change of direction, with fixed wheels. . . . 15,000 lbs.
3. From friction of center bearing, average 3,000 lbs.
which may grow to 5600 lbs. and, including
side bearing friction, may reach 13,000 lbs.
That is, the outer front wheel of each truck in a modern
heavy freight car may exert a lateral pressure against the rail
varying from 18,000 lbs. to 28,000 lbs., when the vertical pres-
sure upon the wheel is 20,000 lbs. under a car weighing
160,000 lbs.
Several instructive conclusions can be drawn from this
analysis :
The outer rail on a curve is subject to a lateral pressure,
which is from 45 per cent to 70 per cent of the vertical wheel
pressures, assuming both pressures distributed upon a rail 30
ft. long. Deducting coefficient of friction of rail upon wooden
ties at 30 per cent, 15 per cent to 40 per cent of the lateral
pressure is left to be resisted by the rail spikes. It is no
September 17, 1904.]
STREET RAILWAY JOURNAL.
397
wonder that the spikes in hardwood ties are sawed off grad-
ually, and that on soft wood ties the outside rail has a danger-
ous tendency to spread.
On new outside rails the resultant of vertical and lateral
pressures from the outer front wheels has to overcome only
rolling friction. But very soon the corner of the rail is
abraded, and while the vertical pressure continues to cause
only rolling friction, the lateral pressure against the side of the
rail gradually causes rubbing or sliding friction, the coefficient
for which is probably 100 times greater than that of rolling
friction. The side of the rail head may therefore grind off
faster from sliding friction than the top of the rail can wear
from rolling friction. Naturally this sliding friction wears off
also the wheel flange of the outer front wheel. But each wheel
in a truck is at one time or another an outer front wheel. So
all wheels wear more or less alike. Assuming that the metal
of the wheel tread and flange is twice as hard and tough as the
ordinary steel rail, which assumption is near to fact, then for
every ounce of metal ground off the flange of a wheel 2 ounces
of steel are ground off the inner side of the outer rail of curves.
One of the means used to reduce the flange pressure is greas-
ing the center plates and side bearings of the trucks. But the
inconvenience of lubrication and the difficulty of keeping it up
have been found to be great impediments. A better plan is
the doing away entirely with center bearings and to rely upon
nearly frictionless side bearings alone. A construction of this
kind is then described.
The side bearings consist in principle of large cast-iron balls
(about 26 ins. in diameter) on which the car body rests, two
such balls, as a rule, for each truck. The sides of the balls,
being useless, are cut away, so that the form is that of columns
of rockers, with spherical ends, which have hard chilled sur-
faces. In place of the center bearing there is a center pin or
pivot, having a loose fit in a spring socket. The columns rest
in pockets, one at each side of truck, and may have different
forms. There is only rolling or ball friction at top and bottom
of these columns, the coefficient of which will hardly exceed
one per mill, even with unmachined surfaces, liable to get
gritty with cinder and dirt.
The reduced curve resistance by reason of decreased flange
pressure would permit of hauling, with the same locomotive
in any given train, more cars, when equipped with nearly fric-
tionless side bearings. One additional car for every five cars
now hauled may be regarded as a moderate estimate. Other
advantages of rocker side bearing trucks are the doing away
of the car and truck bolsters, permitting of a simpler and
lighter construction, and the prevention of the disagreeable
rocking and swaying of the car, so characteristic of the center
bearing truck.
The first trucks built on this principle a few years ago had
spiral spring bearings above the journal boxes, and the rockers
were of solid cast iron. Further improvements of details have
been made, with the object to insure greater vertical flexibility
of the truck frame on rough and uneven track. Careful esti-
mates and comparison of weights show that the side bearing
iruck is lighter in weight than an equivalent center bearing
truck.
A carload of wheat was shipped from Estacada, Ore., by
electric car Aug. 27 for Portland. It was produced on a farm
2 miles southwest of Estacada. A large banner was strung
along either side of the car, indicating the contents and the
name of the producer. This is the inaugural of a large traffic
to come to the Oregon Water Power & Railway Company from
the regions on both sides of the Clackamas River, which have
hitherto had no market except by trucking to Portland and
( )regon City.
THE RELATION OF THE TECHNICAL SCHOOL TO THE BUSI-
NESS AND PROFESSION OF ELECTRIC RAILWAYS*
BY PROF. H. H. NORRIS
The growing importance of the electric railway business as
a field of usefulness for the young men of our country makes
the consideration of a topic like this timely and interesting.
The increasing complexity of the practical engineering prob-
lems which confront railway men demands that the most in-
telligent help must be employed. Every week new inventions
appear which must be tested and adopted if found economical
and efficient. In addition, the apparatus in use must be kept
in first-class operating condition.
It can probably be taken as undisputed that no really practi-
cal man present has as much education as he would like, when
by education is meant that very desirable mental training and
equipment which makes his work easy and his field of useful-
ness extensive and satisfying. The education which develops
mental strength and at the same time gives culture and re-
finement is appreciated everywhere, and it pays handsome
profits upon the capital of time and money invested. What is
better yet is the fact that any young man of sound body and
mind can get this education if he really wishes it in any one of
the many technical schools in which our country fortunately
abounds.
With these facts in mind and with the hearty co-operation of
the members of this association the writer has sought answers
to a number of questions bearing upon the relation of the tech-
nical schools to the railway business. These schools are be-
ginning to feel the demand for their graduates from railway
corporations, not so much by direct applications for the ser-
vices of the young men as by the readiness with which the
latter are advanced to positions of responsibility when they
start in at the bottom and are willing to adapt themselves to
their work. The schools are establishing electric railway de-
partments to meet this demand, not to turn out railway presi-
dents and general managers, but to point out to the students the
general nature of the practical problems which they must later
solve. These colleges cannot teach a trade, a business or a
profession, but they, should expedite the acquirement of one or
all of these after the college days are over.
As a means of discovering the attitude of the electric railway
managers of this State toward technically trained men and to
learn what improvements should be made in the curricula of
the schools and in the method of teaching, a number of ques-
tions were sent to each member of this association. The
answers to these questions are embodied in the following state-
ments :
Question [. — Are any of your officers graduates of tech-
nical schools?
Most of the roads have officers who are technical men, but
at present the latter are largely in the engineering departments.
Question 2. — Do you employ any technical graduates in
subordinate positions:'
A large number of young men are so employed. These are
engaged in all departments, and they are learning the business
in the proper way, from the bottom up. As it is from these
ranks that vacancies among the higher positions must be filled,
it is an important matter.
Question 3. — How do yon regard an application from a
young technical graduate for a position ?
The uniform reply is "favorably." That is, the fact that a
young man has had a technical education commends him to a
company's officers, but the prepossession in his favor may be
modified by his after conduct. These answers are encouraging
to the schools, as they show thai past experience with their
* Paper presented at Utica meeting of New York State Street Railway
Association. Sept, 14, 1904.
398
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
graduates has led the companies to have no prejudice against
the latter, to say the least.
Question 4. — Do you find these young men, as a rule, hum-
ble or conceited?
The writer regards this matter as worthy of attention. At
one time young men felt when they left school that they "knew
it all." It took some years after graduation to change this
idea in their minds. This attitude aroused resentment in their
fellow-employees and in their employers. At the same time a
certain amount of self-confidence is expected and respected in
young men who are to succeed in the business world.
The answers to this question are varied and interesting. One
member of the association prefers the conceited young man,
because he makes the best employee after he has had the con-
ceit taken out of him. Another suggests that when a young
man has an undue idea of his own ability it is due to lack of
contact with business men while he was in school. This gentle-
man believes that business responsibility is the best thing to
furnish the proper discipline. There is no doubt also that
home training has a great deal to do with the matter. The
general opinion is that the average young man from college is
about the same as young men everywhere. It should be said
that the schools are making great efforts to show to their stu-
dents the relations which they w.ill sustain to business. They
are not to enter business thinking to take at once positions of
responsibility and of good salary. The next question bears
upon this point.
Question 5. — Are they improving in this respect?
The answers all show that the attitude of the young men is
improving, which indicates that the schools are succeeding in
their efforts. This has been brought about in different ways;
partly as above ; partly through the provision made by manu-
facturing and operating companies to supply apprentice courses
to properly fit men for their work. The young men, knowing
that they must go through some such course or its equivalent,
do not expect to do more than continue their college work for
a few years under business supervision.
Question 6. — Which of two men would you prefer to put on
an engineering problem; one who had no technical college
training, but had ten years of actual experience in similar
work, or a man mho had graduated from a technical college
and had had five years' experience?
Tbis question was designed to determine whether or not by
the end of five years the technical man has caught up with his
associate who had been in business while he was in college.
The answers indicate that the college man will be preferred,
other things being equal. This indicates that at any rate the
young man will be able to earn as much as his associate five
years after leaving school.
Question 7. — Which of two men would you prefer to em-
ploy for general work; one with no technical training and ten
years' experience of a general nature, or a recent technical
graduate?
This question is difficult to answer, because so much depends
upon circumstances. It is evident that in a position requiring
adaptability, alertness, mental perception and such qualities the
technical graduate is better. Also if the position is one in
which advancement is possible the college man will probably
fit. But if the position is one which requires ability to do a
particular thing well and at once the 'so-called "practical" man
will bring the quickest returns to the employer.
Question 8. — In other zvords, which is the deciding factor,
"experience" or "technical training?"
Like the preceding question, this matter is determined by cir-
cumstances. The selection depends partly upon the character-
istics of the applicant, for neither experience nor training alone
will make a good business man. The fact that a man has been
employed for ten years, especially if it be in responsible work,
about offsets the value of the diploma of a good school.
Question 9. — In the engineer whom you assign to a position
of responsibility, "which do you expect or desire chiefly —
"knowledge" or the "ability to apply knowledge?"
The answers to this question indicate that while both knowl-
edge and the ability to apply it are necessary, the latter is the
essential element. It is comparatively easy to obtain knowl-
edge if a man knows what to do with it after he gets it. The
business of the technical school is to train for the ability to
apply knowledge, at the same time pointing out the means for
getting hold of information. In these times no engineer or
business man cares to load his mind with many facts, but ex-
pects to put his hand upon them when he needs them. He
merely keeps enough at hand to serve his every-day needs.
Question 10. — How can the college graduate be made to
realize more clearly that he must adapt himself to the prac-
tical conditions as they exist in the business world?
This question covers the most important part of the ground
as far as the school is concerned. The more he can learn
while in college to adapt himself to his surroundings the more
rapid will be his advancement afterward. He should first
learn the value of industry, and the courses of instruction
should be such as to bring him into contact with business con-
ditions. He must be prepared for the hard knocks which are
bound to come, and be taught the underlying principles of
business success. He must realize that he has to make his own
place in the world and he must be willing to develop in a
natural and a logical manner. He must realize also that his
commercial value at the start is small, but that whatever worth
he has will be recognized in due time.
Question 11. — How would you advise a young man fresh
from college to try to enter the electric railway field?
All the answers to this question point to but one course,
namely, to begin at the bottom and work up. The exact posi-
tion in which work is begun is of small consequence. One
superintendent says, "Begin on the rear end of the car," an-
other says, "Take any opening offered and do any work as-
signed by the superintendent." No one suggests applying for
a superintendency or a general managership. And yet in the
early days of the electric railway young men were put in charge
of important work soon after graduation. This was unwise,
as the results soon showed. It is evident that there is at the
present time no systematic way for entering this field but the
method prescribed above will undoubtedly bring satisfactory
results. It is probable that an apprentice course with one of
the manufacturing companies would prove very helpful in most
cases.
Question 12. — After all, does a. college education in a tech-
nical school pay if a young man expects to enter this line of
work? ■.. .
This is the conclusion of the whole matter. Every answer
indicates an enthusiastic appreciation of the value of a techni-
cal education. As one superintendent says : "Undoubtedly. If
he has got the proper stuff in him he will be all the better for his
technical training. If he has not, he probably will not amount to
very much, anyway." Another says: "Most decidedly it does
pay to give a young man a technical college education, as he
will find his knowledge invaluable when he comes to put it in
practice. I do not consider it of very much value without the
practice, but do consider it necessary to have both. In other
words, the man with a technical college education and the
practical experience combined is far more valuable than one
with only the practical or the technical alone."
It is hoped that this canvass of the subject will result in
enabling the technical schools of our vicinity to more fully
appreciate their privileges and opportunities. On the other
hand, the writer would appeal to the members of the associa-
tion to value the young graduate by a different standard from
that applied to men of more experience but less technical train-
ing. The latter will probably be profitable assistants in a
shorter time, but in the long run the college training will count.
September 17, 1904.]
STREET RAILWAY JOURNAL.
399
THE DESIRABILITY OF TRAIL CARS IN CITY ELECTRIC
RAILWAY SERVICE*
Forty-two railway companies answered one or more of the
questions asked by the writer, and the following are the ques-
tions, a resume of the opinions of the different companies and
some comments by the writer :
I. Under what conditions is it permissible and practicable
to use one or more trail cars on city electric railways?
The replies to this question are generally harmonious and
may be summarized as follows :
The best way to handle temporary increases in traffic is to
use trailers during the busy periods. It is evident that if the
railway desires to secure the patronage of those who have com-
paratively short distances to walk, it must be prepared to fur-
nish sufficient cars running on short headways. It must be
admitted that trail cars offer the cheapest solution of the rush-
hour problem, this fact leading to their general adoption wher-
ever local ordinances permit their use.
If the traffic is heavy for the greater part of the day, trail
cars cannot be absolutely recommended. Under such a con-
dition an experienced railway manager recommends the ex-
clusive use of motor cars running on very short headways,
stating that a single-motor car is handled more easily than a
train, and that less time is lost in switching at terminals. A
contrary opinion is expressed by the Grosse Berliner Strassen-
bahn, which says that despite double-track lines it would be
impossible to handle the dense traffic in such places as Pots-
damer and Leipziger Streets without using trailers. At present
trains are operated under thirty seconds' headway, and the
municipal authorities will not permit an increase in their
number.
Both of the foregoing views are extreme, but it should be
possible to find a happy medium that will be of general appli-
cation. In this connection, the management of the Lyons tram-
ways suggests that on double-track lines trailers should be em-
ployed as soon as more than 50 per cent of the seats are used
when the motor cars are running on the shortest possible head-
way. As this seating coefficient is rather low, 75 per cent
might mark the point of transition to trailers. Trail cars are
recommended on single-track lines when the number of sidings
is insufficient to operate the necessary single cars on short
headways.
Although the question was confined to the use of trail cars
in the interior of cities, replies were received relative to sub-
urban conditions wherein trail cars were held to be preferable,
as the amount of traffic in such cases was not seriously affected
by a longer headway. In conclusion, it may be mentioned that
in Marseilles, where two or three trailers are used per train,
the cost of a trail-car-km is about one-half of the cost of a
motor-car-km.
II. Do you use one or more trail cars per train? Are you
permitted to attach any desired number? If the number is
limited, what are the reasons for such limitation?
Of the forty-two companies replying to this question all re-
ported that when necessary they used at least one trailer ; nine-
teen used two; four used three; and ten companies reported
that they were under no statutory limitations, but none of them
ever used more than three trailers per train. Fifteen of the
reporting companies are permitted to use only one trailer, the
same number may use two, and two companies are authorized
to attach three cars.
The limitations, in general, are due to police traffic regula-
tions, grades of 5.5 per cent and above, narrow streets, neces-
sity of maintaining the schedule since trains involve more
stops, and lack of sufficient motor capacity and proper braking
* Abstract of report to be presented this week at the Vienna meeting of the
International Street Railway and Eight Railway Association by M. G. Pavie
of Paris.
mechanism. The experience gained in trail-car operation dur-
ing the last few years has proved the former prevailing belief
that they were more dangerous than motor cars to be erroneous,
and the municipal authorities are beginning to realize this fact.
III. In how far is the use of one or more trailers required
by your line (single or double track) or traffic conditions? If
you operate a single-track line, does your traffic demand the
occasional use of one or more trailers, and is this permitted ?
If you operate a double-track line, why do you operate trail
cars, and how many per train?
It is apparent from the answers received that with few ex-
ceptions the same number of trailers per train can be used
equally well on single and double-track lines. There can be no
doubt that the necessity for trail cars arises more often on
single-track than on double-track roads, and where a sudden
increase in travel takes place in one direction it can be handled
by holding a certain number of cars at one terminal and send-
ing them forward at short intervals about a given time. That
the foregoing instance may be considered as applicable to spe-
cial cases only is evident from a communication sent by the
Strassburger Strassenbahn to the effect that it maintains on
its double-track lines a five-minute schedule connecting with a
ten-minute schedule on the suburban extensions. The sim-
plicity resulting from this combination would be lost by tem-
porarily increasing the city headway, and hence trailers are
used during rush hours to permit the maintenance of the sched-
ule, despite the fact that the company believes that motor cars
alone on shorter headways would be more advantageous at
certain times.
IV. To what extent is the use of trail cars on your system
affected by pedestrian and vehicular traffic, the width of the
streets, etc. ?
In general, the number of trail cars is not affected by vehicu-
lar traffic, although some municipalities in which there are nar-
row streets do not permit more than one trailer. In so far
as streets with heavy pedestrian traffic are concerned, the ex-
perience of the Barmen-Elberfeld Company points out that the
increased seating capacity and lower fares caused by using
trailers is quite an incentive toward riding.
V. To what extent is your use of trail cars limited by heavy
grades and other topographical difficulties involving heavy
braking? What conditions must be fulfilled in this connection?
How have you solved them ? What brakes do you use ? Do
they act simultaneously throughout the train ?
Grades below 3 per cent exert no appreciable influence on
the effectiveness of the brakes. In Geneva there are numerous
4 per cent and 5 per cent grades, which make braking difficult,
and in Konigsberg no trailers are permitted on 8 per cent
grades. Havre and Marseilles use trailers on grades up to 7
per cent. In Aachen the motorman is required to hold on to
the brake handle on grades exceeding 3.3 per cent if the motor
car and trailer are not furnished with simtiltaneously-acting
brakes. Of the forty-two reporting companies, fourteen use
simultaneously-acting brakes. In Berlin, Sperry, solenoid and
air brakes are employed, Westinghouse brakes in Brussels,
Siemens & Halske solenoid brakes in Cologne and Heidel-
berg, etc.
VI. To what extent is the use of trailers affected by con-
gested crossings and inadequate switching facilities at ter-
minals ?
Congested crossings exert little influence on the number of
trail cars. Two trailers per train can be used advantageously
if there are enough sidings at the proper points along the line
and at the terminals. It is customary to have a number of re-
serve cars at a switching point, thereby making it possible to
leave a trailer on one track and run over to another for coup-
ling on one of the reserve trailers.
VII. What, in your opinion, are the advantages and disad-
vantages of using one or more trailers?
400
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
(A) Advantages:
1. Motor cars require a motorman and conductor, while
trailers require a conductor only. In some cases one conductor
can look after two cars.
2. As the trail cars are much lighter for the same seating
capacity, the saving in current amounts to over 50 per cent.
3. The first cost of a trailer is about one-third that of a mo-
tor car.
4. Maintenance charges are reduced two-thirds.
5. The absence of controlling apparatus on the platforms of
trail cars gives more room for passengers.
6. Reduction of accidents caused by the longer headway and
fewer blockades.
7. The possibility of handling sudden increases in traffic
without holding motor cars in reserve.
8. The preference shown by the public for the low-step easy-
running open trail cars. The number of closed trailers need
not be high, as the heaviest business is done during the summer.
(B) Disadvantages:
1. An appreciable reduction in speed, which can be remedied
only by installing auxiliary generators.
2. Where trailers are used the motors are often too small
to do the additional work, and it is therefore necessary to have
larger motors, which means operation at less than full load
under normal conditions.
3. With trailers, more time is required for acceleration and
deceleration, and additional stops must be made.
Some railways expressed themselves as being in favor of the
abrogation of the regulations limiting them to one trail car,
as experience had shown that two and even three trailers could
be used safely, provided, of course, that the motors and brakes
were of adequate capacity.
—
TESTS OF THE INSULATION RESISTANCE OF ELECTRIC
TRAMWAY SYSTEMS AND MAINTENANCE OF
THE TROLLEY WIRE
The report on this subject at the Vienna convention this
week of the International Tramways & Light Railways Asso-
ciation is written by M. G. Pedriali, chief engineer of the Brus-
sels tramway system. The first part of the report deals with
regular tests of the insulation resistance of the lines and the
localization of faults.
All companies agree that it is necessary to test carefully the
insulation resistance of the various portions of the lines in
regular intervals — varying between three months and a year ;
it seems that tests repeated within regular intervals of six
months should be sufficient to meet all requirements.
The insulation resistance of the total system, or of sepa-
rately fed parts of it, is determined by means of instruments
in the power station or in the sub-station. Some companies
use a voltmeter, which is inserted between the positive pole of
the dynamo and that part of the line, the insulation of which
against earth is to be measured. In the voltage between the
positive pole of the dynamo and earth is V, and the reading
of the voltmeter is V, the insulation resistance is R = (V —
V) r/V, where r is the resistance of the voltmeter. This
method gives exact results only if the ''sistance is of about
the order of magnitude of the resistance of the voltmeter, but
it is not to be recommended for the determination of faults in
insulated cables.
An effective and quick method for determining the existence
of faults, without measurement, consists in observing the read-
ings of the ammeter of the first dynamo during starting in the
morning; if all cars are insulated from the trolley wires, and
if the needle of the ammeter is still deviated, it shows that the
system contains a fault ; this may then be localized by opening
the different line switches. On conduit and surface contact
systems the insulation should be regularly tested every day.
"On lines both poles of which are insulated against earth, it
is necessary to take into account the electrolytic phenomena
which tend to transport moisture from the positive to the nega-
tive pole ; the greatest attention should be paid to this point."
The measurements of the stray current which passes at a
certain point between the rails and water or gas pipes, are very
difficult; but it would be interesting to know the quantity of
=r>o
FIG. 1.— METHOD OF TESTING INSULATION RESISTANCE OF
HANGER
electricity which passes per unit of pipe surface from the pipe
to the rail. If a perfectly insulated joint is inserted in the pipe
and both parts of the pipe are then connected by means of a
cable in which an ammeter is inserted of a resistance equal to
that of the original joint, the current may be approximately
determined.
The author recommends the preparation for each system of a
map on which those points are marked where the voltage dif-
ference between rails and pipes is largest, and to provide test
pipes at these points which are tested in regular intervals.
-f
IT
rnTHTTTTTTTTTT1
Eattb
FIG. 2.— METHOD OF DETECTING FAULTS IN CONDUIT SYSTEM
Except when welded rail joints are used, it is necessary to
test the resistance of the joints at regular intervals.
Tests of insulation of the trolley wire are made by some
companies in a rough way to find whether the insulators have
a fault or not. In this case the hanger X in Fig. 1 is tested
to find whether the current passes over to the span wire. In
most cases a voltmeter is used, which is connected with one'''
pole to the span wire, and with the other pole to earth ; after-
wards the strain insulator Y is tested by connecting the span
wire between X and Y with the trolley wire and connecting
SEPTEMBER 17, 1904. J
STREET RAILWAY JOURNAL
401
the pole to the rails, a voltmeter being inserted. This method
gives only approximate results.
The author states that the following "method of three read-
ings" has often given good results: If A, B, C are the read-
ings of the voltmeters as indicated in Fig. 1, R the resistance
of the voltmeter, X the resistance of the hanger, Y the resist-
ance of the pull-off, then X = (C— A— B) R/B and Y =
(C— A— B) R/A.
For finding faults in conduits, two groups of test lamps are
provided on the switchboard and are inserted between the two
poles of the conduit, while the center connection between the
two lamp groups is connected to earth. If one of the two poles
is earthed, the lamp group connected to the other pole lights
up. It often happens that a foreign body makes contact be-
tween the trolley wire and earth. Such a contact may some-
times be removed by sending through the line a strong current,
adjustable by means of a rheostat. If this means is not suffi-
cient, the fault must localized. The author considers the fol-
lowing method of Prof. Eric Gerard to be very practical:
In parallel with the dynamo, a motor M of small capacity is
provided, which is geared to an interrupter ; the other arrange-
ments will be seen from the illustration. As soon as it is found
that a fault exists, the apparatus is connected to the negative
pole and the motor is started. A regularly interrupted current
of about 5 amps, now passes through the fault, the frequency
of the interruptions being 70 to 80 per minute. A coil of 250
windings of 0.6 mm wire, which is closed through a telephone,
is then passed along the conduit. The telephone then gives a
regular stead}- noise until the fault is reached, when the noise
disappears.
The second part of the report deals with the maintenance of
the trolley wire. The author recommends that tests be made
at regular intervals and the results be recorded. The span wire
should be as elastic as possible. The tension of the trolley wire
at 0 degs. C. should be between 450 kg and 550 kg (for wires
of 52.5 sq. mm cross-section). Several other mechanical de-
tails of construction are dealt with.
The life of the trolley wire varies between 500,000 trips and
1,500,000 trips for wires of 8-mm diameter. The pressure of
the trolley pole against the trolley wire should not be more
than 5.5 kg.
CORRESPONDENCE
SINGLE-PHASE VS THREE-PHASE TRACTION
Montreal, Sept. 8, 1904.
Editor Street Railway Journal:
I have been much interested in reading the description of the
compensated single-phase motor equipment of the General
Electric Company and your editorial on the subject in issue
of Aug. 27, and was more particularly struck with the fact that
a modification of the Ryan compensating coils should first give
really useful results on a motor which is primarily intended for
alternating-current service. It shows how close after all the
two systems are. The special apparatus which has been devised
for interlocking the oil switches so as to prevent trouble should
both trolley poles be accidentally on the wires at the same time,
and also for running the lighting from both systems of supply,
are interesting. The whole proposition, however, of com-
bined alternating and direct-current traction strikes me as be-
ing of a tentative nature; in fact, as you say in your editorial,
one reason why we are hearing so much of the combined sys-
tem is that it would be such a very serious matter to have to
scrap a whole heap of existing plant, much of which is practi-
cally quite new. My own views for some time have been that
in the end we shall have universal alternating-current traction,
and, further, that it will be by means of three-phase alternating
current. If you will spare me space 1 will give you my reasons
for this belief.
As you know, the commutator has always been the bugbear
of the dynamo-electric machine, and insurance and other sta-
tistics amply prove that the majority of the breakdowns which
occur in motor work of all kinds are traceable to the commu-
tator or its adjuncts. It is true that by highly organized manu-
facture the commutator has been developed into an exceed-
ingly perfect piece of apparatus, but any ordinary railway man,
seeing a polyphase and a continuous-current motor side by side
for the first time, would not fail to plump for the simpler of the
two, that is to say, the three-phase. This is more or less the
standpoint which will eventually decide this electric traction
question for railways, at any rate in Britain, for railway men
have not studied, and do not want to know, the various phases
through which the dynamo machine has passed, and they have
no reverence for the commutator as such. When it comes to
advising their directors as to the system to be finally adopted,
I think they will only consider two things, namely, simplicity
of apparatus and safety to human lives.
This, it appears to me, is given by the three-phase motor
supplied with current from high-tension overhead wires. It
is true that some of our railways are experimenting with direct
current and a third rail, but I think it may lie safely said that
they are far from satisfied ; indeed, if we have many more
serious accidents on third rail there is likely to be a national
outcry against it.
Now, with regard to the duty that we can get out of motors.
As you well know, the torque of an electric motor depends
on the magnetic field, and the three-phase motor differs from
a single-phase in that for a given load both the field and the
torque are constant, that is to say, they do not pulsate. The
torque of a single-phase motor varies from zero to maximum
and back to zero with every alternation. To show what this
means, let us suppose that a certain train requires a maximum
draw-bar pull of 10 tons; then, with three-phase motors the
locomotive will weigh, say (10 x 5) 50 tons, but if the loco-
motive is equipped with single-phase motor it must weigh, say
85 tons to 100 tons, because of the pulsating torque.
Again, on the general question of cost there is no getting
away from the simple fact that a single-phase machine, whether
it be a generator or a motor, must be larger and more costly,
and in this question of cost we must consider not only the
motor, but the whole system. What would be thought of a
mechanical engineer who built a three-cylinder engine or pump
and then only ran it with one single cylinder ; the idea is, of
course, absurd, and yet it is very fairly analagous to the single-
phase versus three-phase proposition.
Finally, as to the question of the number of overhead wires.
We are constantly having it dinned into our ears that overhead
wires are inaesthetic, but it is a well-known fact that people
can become accustomed to almost anything, and many in
Britain who had much to say against bare wires soon become
accustomed to them. Familiarity is everything in this matter,
and once overhead wires are accepted, a wire more or less is
immaterial certainly. The extra wire required for three-phase
work will not be noticed by the man in the street. As for the
electrical engineer's point of view, surely the more copper there
is overhead, the less has to be put underground, and, as you
know, it is the underground wires with their insulation, trench-
ing, need of repair, etc., which run up the cost of electric trac-
tion.
Since writing the above T have had an opportunity of riding
on the Ballston single-phase line, and most sincerely congratu-
late the General Electric Company's engineers on the skill with
which the series-wound motor and ordinary series parallel con-
troller have been adapted for working with single-phase alter-
nating current. T quite appreciate that the problem before us
at the present time is in some respects similar to that before the
402
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
pioneers of the electric tramway when they fought the tele-
phone interests in order to have only a single trolley wire, and
yet, judging by the results in actual work of the three-phase
railways in Switzerland and Italy, the supposed difficulties of
dealing with extra wires are exaggerated. By coasting or run-
ning through on a single wire at very difficult crossings the
complication disappears. At any rate, engineers will shortly
have an opportunity on the London to St. Thomas line, Canada,
of seeing what Ganz & Company can do with a combined three-
phase and direct-current system of electric traction, for, owing
to the difficulty of getting through the towns, except on exist-
ing direct-current tracks, the original idea of running this line
altogether by three-phase has had to be abandoned.
The very original and solid construction work which Ganz
& Company have done in the past in electric traction makes
any particular line of action they take up all the more interest-
ing, and it must not be forgotten that they were the first large
firm to grapple with the single-phase motor problem and with
some success. In going on with three phase, therefore, they
are doing so with their eyes wide open. Of course, when tin-
combined three-phase direct-current motor is working on three
phase the commutator is cut out of action.
E. Kilburn Scott.
THE LAGONDA MANUFACTURING COMPANY'S EXHIBIT AT
ST. LOUIS
The accompanying illustration is a view of the exhibit at the
St. Louis Exposition of the Lagonda Manufacturing Company,
of Springfield, Ohio, the manufacturers of the well-known
Weinland tube cleaners and other specialties. This exhibit is
in the Steam, Gas and Fuels Building, between the several
types of United States and foreign boilers used there for fur-
EXHIBIT OF THE LAGONDA MANUFACTURING COMPANY
nishing the steam for the entire Exposition plant. Here may
be found a great variety of cleaners, as the Lagonda Company
makes many different types of machines to meet the require-
ments for all kinds of boilers and for every size of tube — hand
cleaners, turbine cleaners and power cleaners, so that it can
successfully meet the requirements of every customer in this
line.
In the front part of the exhibit, just inside the railing, is
shown the mechanical cleaner, driven by an electric motor or
other suitable power. On the left side, parallel with the rail-
ing, can be seen the company's direct-motor cleaner, which is
something new in this line. It is a 12-in. water wheel, driving
a very powerful cleaning head. With water at 150 lbs. pres-
sure, it develops about 5 hp. Between the two desks can be
seen a power-driven cleaner for cleaning the tubes of boilers
that use bent tubes, with horizontal drums at the top. A very
interesting machine is the 8-in. turbine cleaner, made specially
for one of the company's customers.
It is interesting to note the difference in sizes of machines.
The smallest machine in the exhibit is but \ l/2 ins. in diameter.
The cut also shows the reseating machine which this company
has so successfully introduced; also its tube cutter and blow-off
valve. A damper regulator made by this firm can be seen in
practical use on one of the boilers, and those intereste^l can see
also the different types of tube cleaners cleaning tubes in the
boilers in use at the Exposition, as the managers of the Exposi-
tion have selected these cleaners to be used exclusively, which
is certainly quite a compliment to the merits of the Lagonda
Company's manufactures.
The exhibit is in charge of J. W. Gunn, the treasurer of the
company, who will be pleased to meet personally any engineers
or others interested in this line of machinery. The company
has issued a very attractive little souvenir in the shape of a
watch charm which it will be pleased to give to any one who
will take the trouble to call and ask for it.
HANDSOME CONVERTIBLE CARS FOR ALBUQUERQUE, N. M.
Three convertible cars of the Brill type built by the Ameri-
can Car Company, of St. Louis, were recently delivered to the
Albuquerque Traction Company, of Albuquerque, N. Mex.
This is the first lot of cars of this type ordered by the com-
pany. They have now been in operation several weeks, and
are reported to be giving entire satisfaction. Albuquerque is
on the main line of the Atchison, Topeka & Santa Fe Railroad
and is nearly at the center of the State. It has a population of
j 0,000.
The view of the car exterior gives a good idea of the appear-
ance both open and closed. The system of raising the sashes
INTERIOR UF ALBUQUERQUE CONVERTIBLE CAR
and the flexible metal panels into pockets in the side roofs is
well known, and therefore need not be described. Brackets
connecting the backs of the seats with the posts serve as grab-
handles, and are arranged to swivel when the seat backs are
stepped over. The guard-rails are arranged to slide upon
guides inside the posts, and may be seen in the illustration of
the interior. The cars are seated for thirty-six passengers and
have a large amount of standing room in the aisles, which are
24 ins. wide. The seats are 34 ins. long and are upholstered in
spring cane. Guides are furnished at the tops of the vestibule
doors to control their movement, and a special form of catch
holds them against the ends of the body when folded. Pockets
in the wainscoating of the vestibules contain the window sashes
in warm weather. The platform timbers are reinforced with
September 17, 1904.]
STREET RAILWAY JOURNAL.
403
angle-iron and protected at the ends with Brill angle-iron
bumpers. The round-corner seat-end panels, brake handles,
sand boxes and other furnishings, also the 27-G type of truck
on which the cars are mounted, are of the same manufacture.
The length of the cars measured over the bodies is 29 ft. 9 ins.,
and over the crown pieces 34 ft. 9 ins. ; from the end panels
CONVERTIBLE CAR OPERATED BY THE ALBUQUERQUE TRAC-
TION COMPANY
over the crown pieces 4 ft. 6 ins. ; width over sills, including
sill-plates, 7 ft. ioJ/2 ins, ; width over posts at belt, 8 ft. 5 ins.
The sweep of the posts is 3^ ins. ; distance between centers of
posts, 2 ft. 7 ins. The side sills are 4^ ins. x 6% ins., with
8-in. x 5/^-in. plates on the outside. The end sills are also 4^4
ins. x 6% ins. From the rails to the platform steps is 16 ins.,
and from the steps to the platforms 13 ins.
ST. LOUIS EXHIBIT OF THE ELECTRIC STORAGE BATTERY
COMPANY
In section 20 of the Palace of Electricity, at the Louisiana
Purchase Exposition, is located the exhibit of the Electric
Storage Battery Company, of Philadelphia. As this is the
EXHIBIT OF THE ELECTRIC STORAGE BATTERY COMPANY AT LOUISIANA PURCHASE EXPOSITION
largest, most comprehensive and instructive exhibit ever made
of storage batteries and apparatus used in connection with bat-
tery installations, a visit to this display will be of great interest
to electrical engineers.
One of the prominent features is a large map of the United
States, about 30 ft. x 45 ft., on which is indicated, by means of
colored jewels, the location and character of the various in-
stallations of the "chloride accumulator." The exhibit includes
a model battery house, in which is installed a model regulating-
railway battery operating on a variable load. Five standard
marble switchboard panels are shown, including the panels for
controlling the model railway battery. The other panels are
an Edison central station three-wire panel, the panels for regu-
lating combined lighting and power loads, the railway feeder
panels and panels for regulating railway power house loads.
Two motor-driven boosters are also shown, the smaller being-
used in connection with the model battery, and the larger a
standard 100-kw railway regulating booster.
Among the types of chloride accumulators are three H-61
cells, with a discharge capacity of 4800 amps, for one hour,
six cells type G-77, capacity 3000 amps, for one hour, and type
G-17 and F-17, all of these being in standard lead-lined wooden
tanks.
The smaller cells shown are types "F," "E" and "D" in glass
jars, and types "E" and "D" in rubber jars for train lighting
and yacht lighting. There is also shown a very complete set of
Exide cells for automobiles, and Evide sparking sets for gas
and gasoline engine ignition. The Exide exhibit includes a
large easel, showing in detail the various component parts of
the Exide battery.
At one end of the space is a group of three large end-cell
switches, operating. from the Edison three-wire panel. Each
of these switches is of 2000 amps, capacity, and is motor driven,
with electrical indici tors. These end-cell switches are in actual
operation and are so arranged that each switch may be driven
by its own motor, or by means of clutches any two or all may
be driven by any one motor. Clutches and hand wheels are
also provided
whereby the motors
may be thrown out
of gear and the
switches operated
by hand.
The model bat-
tery, with its boos-
ter and switch-
board, forms a very
interesting working
exhibit. The bat-
tery is of type E-15,
in lead-lined wood-
en tanks, and is
mounted on white
enamel brick tiers.
The battery is in
every particular an
exact model in min-
iature of the larger
railway installa-
tions. The battery
is insulated from
the brick tiers by-
means of standard
double insulation,
consisting of vitri-
fied bricks, then
glass insulators,
then prepared wood
stringers and an-
other set of glass insulators. On the switchboard con-
trolling the model battery arc the necessary battery and
booster switches and automatic circuit breakers with their
interlocking devices, a Bristol recording voltmeter and the
404
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
Weston instruments, consisting of voltmeter, the O cen-
ter battery ammeter, the generator ammeter and the
total load ammeter. The conditions under which the
model battery operates are exactly similar to street railway
conditions. The generator delivers the average current re-
quired, and as a heavy external load is thrown on the system,
tbe battery assumes the load, the needle of the generator am-
meter remaining almost stationary. As the load is thrown off
the battery automatically charges. The external load is caused
by starting up the 100-kw booster and by throwing on a bank
of 80/100-cp lamps. As an example of how well the battery
regulates the load, it may be stated that the direct-current cir-
cuit supplying power to the exhibit is limited to 100 amps.
With the battery regulating, a load of 300 amps, is thrown on
the system, causing a drop in the lighting or generator circuit
of less than 1 volt in 110, and a rise in current in the line, or
generator circuit, of less than yyi per cent of the total load.
The action of the battery is automatically controlled by the
small booster and its carbon regulator.
Referring again to the type G-77 chloride accumulator, it
may be stated that 584 cells of this type have recently been in-
stalled on the system of the St. Louis Transit Company. This
is stated to be the largest individual installation of storage
batteries in the world.
SEMI-CONVERTIBLE CARS FOR SEATTLE, RENTON &
SOUTHERN RAILWAY
The Seattle, Renton & Southern Railway Company has re-
ceived from the J. G. Brill Company a number of combination
passenger and smoking cars of the builders' semi-convertible
type. The railway company operates about 13 miles of lines,
connecting Columbia City, Dunlap and Renton, the last-named
being the southern terminus of the line. The country trav-
ersed by the road is noted for its fine scenery. Lake Washing-
ton being on one side and Admiralty Inlet on the other. At
SEATTLE, RENTON & SOUTHERN RAILWAY COMPANY'S LATEST
SEMI-CONVERTIBLE CAR
night the lines are used for the freight service, which requires
fifteen cars.
The new passenger cars are seated for twenty-eight in the
passenger compartment and twelve in the smoking compart-
ment. These compartments are divided by a hardwood parti-
tion having a single sliding door. The illustration shows sev-
eral of the windows raised to different heights and some of
them raised entirely into the roof pockets. The windows in
the vestibules are arranged to drop into pockets. The interior
finish of the cars consists of cherry, with ceilings of decorated
birch. The seats of both compartments aie upholstered in
cane, and are of the step-over type. Arm rests are provided
on the window sills, as the window sills are but 245^ ins. from
top to floor, too low to be used comfortablv by adult pas-
sengers. Because of the increasing demand for low window
sills, the car company has made this height its standard for the
semi-convertible car, as there are no wall window pockets to
interfere.
The length of the cars over the end panels is 29 ft., and over
the vestibules 38 ft. 5 ins. The length of the smoking com-
partments is 9 ft. 2 ins. The width over the sills is 7 ft. io^4
ins., and over posts at the belt 8 ft. 2 ins. The sweep of the
posts is i}4 ins. The side sills are 4 ins. x 7^ ins., and the
end sills 5^4 ins. x 6% ins. The sill-plates are 12 ins. x ins.,
and are upon the inside of the sills. "Eureka" maximum-
traction type trucks are used with 4-ft. wheel-base, 33-in. and
20-in. wheels, 4^-in. and 31^-in. axles, equipped with motors
of 50-hp capacity each.
THE RUSSIAN WESTINGHOUSE COMPANY AT THE
ST. LOUIS FAIR
Russia's only building at the Louisiana Purchase Exposition
is the pavilion in the Palace of Transportation, which was
erected by the Westinghouse Company, Ltd., of St. Petersburg,
as a feature of the Westinghouse brake exhibits. It is repre-
sentative in every feature of Russian art and workmanship,
and is recognized as the general Russian rendezvous at St.
Louis. In the Palace of Machinery the same company, which
has made every effort to ensure a characteristic Russian ex-
hibit at the Fair, has furnished a small Russian kiosk at the
head of the row of national booths erected by the different
Westinghouse companies of Europe and America, and at both
places, as a manifestation of Russian hospitality, Russian tea,
brewed in curious old samovars, and suchari, a sweet native
biscuit, are served to visitors of the company by Russian girls
wearing richly embroidered boyarin costumes. The pavilion
in the Palace of Transportation covers a space 20 ft. by 25 ft.,
and is 25 ft. high. It was constructed by peasant builders in
the Possade Sergiewo, near Moscow, after designs by the
native architect, Baranowsky, who has done much important
work in St. Petersburg. U. Grant Smith, of the Russian West-
inghouse Company, is in general charge of the exhibit.
INCREASED LIFE OF STEEL-TIRED WHEELS
Increased life of steel-tired wheels is being secured by the
Boston Elevated Railway Company upon its elevated divisions
by the use of a larger size of tires than was originally adopted
for use under elevated cars. The standard wheel center of the
system is 28 ins. in diameter, while the thickness of tire for-
merly used was 2r/2 ins. Now, however, steel tires 3 ins. thick
are applied in re-tiring all wheels, with the result that wheels
go into service 34 ins. in diameter at the tread instead of 33
ins., as formerly.
This results in a considerable addition to the life of tires,
which is of importance owing to the extreme service met in the
operating conditions upon the elevated and underground lines.
The tire wear is very severe, requiring truing up of every
wheel upon the system twice a month ; this is done by grinding,
and further truing is resorted to by periodically turning off to
true shape in a car-wheel lathe, a complete description of which
processes, together with the methods of handling the cars and
trucks in such repair work, were presented on pages 464-467
of the March 26, 1904, issue.
The result of the numerous truings, by grinding and turn-
ing, proved to effect a rapid reduction of tire thickness, which
resulted in the decision to use the thicker tire. The increased
diameter of wheels by 1 in. did not interfere materially with
established clearances, while it results in providing for a con-
siderably longer service per tire. It is now found that tires
will run about 150,000 miles before becoming too thin to be safe.
As the average mileage per car per day is 150 miles, 1000 days
or practically three years' service per tire is obtained.
As less than 1-32 in. is removed per grinding, the twenty-
four grindings for each tire per yard do not reduce the tire
thickness more than y? in. or % in., or in extreme cases }4 in.
per year.
t
STREET RAILWAY JOURNAL. 405
September 17, 1904.]
THE UTICA CONVENTION
As this issue goes to press, reports received from the Utica
convention of the New York State Street Railway Association
indicate that it is one of the most successful in the history of
the association. There is a large attendance, and as the asso-
ciation is being favored with clear and cool weather, no more
favorable conditions could be supplied.
A novel feature of the convention is the unique badge
adopted. It consists of a medallion bearing the coat of arms
of the State of New York, which is surrounded by the name
of the association. On the reverse side is a list of the previous
conventions. The medallion is carried on two bars, one bear-
ing the word "Delegate," or whatever the wearer may be, the
other is stamped "Utica, 1904." In addition, if the wearer is
an officer of the association or a member of the executive com-
mittee, a third bar is attached, marked with the office held by
him. This badge is to be retained, and at each succeeding con-
vention a new bar will be attached with the name of the city
and the year of the convention. The bars or the badges at
future conventions will be furnished by the association. Any-
one desiring a badge in the future can get them from the secre-
tary at $1 each.
The arrangements made for the various business meetings
and social entertainments were perfect, and reflected great
credit on C. Loomis Allen, manager of the Utica & Mohawk
Valley Railway, who, with his corps of able associates con-
nected with this company, were indefatigable in providing for
all the needs of the attendants.
At the close of the session on Sept. 14, the following officers
were elected for the ensuing year : President, C. Loomis Allen ;
first vice-president, J. H. Pardee; second vice-president, A. B.
Colvin; secretary and treasurer, W. W. Cole; executive com-
mittee, officers and E. G. Connette, R. E. Danforth, B. B. Nos-
trand, Jr., E. F. Peck.
In this issue it is possible to publish only one or two of the
papers presented and the "Question Box," but the other papers,
reports and discussions, together with a full report of the meet-
ings, will be printed in the next issue. The "Question Box"
follows :
THE QUESTION BOX
POWER-STATION CONSTRUCTION
No. 1. (a) What is the lift- of a good storage battery when well taken care
of? (b) Is a floating battery preferable to a booster installed in station'
(c) How much attention does a battery require?
(a) Charge 6 per cent depreciation (b) A booster with the
battery is preferable, (c) Examination and readings once a day.
Charles K. Stearns.
(a) Without any renewals, 4 to 8 years. (b) Depends on
service. (c) Much or little, depending how the battery fits the
service, and also the owner's standard of maintenance.
John J. Stanley.
(a) The life of a good storage battery when well taken care
of is dependent on tbe amount of work which it does. A bat-
tery working up to or above its capacity every day will wear out
earlier than one worked to its capacity every second day. (b) The
booster is or is not necessary, according to the purpose for which
the battery is used. If it is desired to maintain the initial volt-
age under an increasing load, it will be necessary to use the
booster in connection with the battery, (c) The attention which
the battery will require will vary according to the extent to which
it is used. It is safe to say that a storage battery will cost in
time and material about 7 per cent of its cost price each year if
properly looked after. M. G. Starrett.
(b) I would submit for your consideration an abstract from a
lecture delivered by me before the Stevens Institute recently, and
published in the "Stevens Indicator." You will find in this lecture
a comparison between a line battery with shunt wound booster
at the power house, and a series booster without a battery. This,
of course, is a special case. It is impossible to give any general
comparison of the two systems, on account of the many variable
quantities which enter into the problem, such as the distance of
transmission, the average load, the maximum load, the minimum
voltage permissible, the power house voltage, etc. It will gen-
erally be found, however, that the advantageous use of a series
booster is confined to rather narrow limits. In many cases which
have come under my personal observation, the series booster
scheme, while quite satisfactory to meet the conditions obtain-
ing when first installed, has soon been outgrown by an increase
of load, and it has been found necessary to install a line battery
later. The question of whether a shunt booster should be in-
stalled at the power house in connection with a line battery is
also one which cannot be generally answered, owing to the wide
variation of conditions. It is frequently found desirable to install
such a booster, its use being confined to days of exceptionally
heavy load, while under normal conditions the battery will float
satisfactorily connected directly across the line without boost-
ing. J. Lester Woodbridge.
No. 2. Is the specific heat of superheated steam constant, and, if not, what
law will give the specific heat of superheated steam at various temperatures
and pressures?
Experiments have proven that saturated steam is not a true gas,
and that upon the addition of heat the increase of volume is at
first much greater than would be the case with a true gas. After
about 20 to 25 degs. Fahr. of superheat, however, the behavior
of the superheated steam is very close to that of a true gas, and
the ordinary gas governing the relation of volume, pressure and
temperature with a true gas may be used without any appreciable
error. Data are lacking regarding the relations of pressure, tem-
perature and volume with superheated steam at high tempera-
tures, but there is no doubt that the higher the temperature the
closer is the resemblance to a true gas. M. G. Starrett.
See paper read before the Society of Mechanical Engineers at
Chicago meeting, 1904, on "Potential Efficiency of Prime Movers,"
by C. V. Kerr. John J. Stanley.
No. From a series of experiments of recent date it has been
shown that the specific heat of superheated steam is not constant,
but varies directly as the temperature and independently of the
pressure. Mathematically, it is believed to be a straight line
function of the temperature. The one hundred or more experi-
ments carried on by Greissmann would seem to bear out this be-
lief, although he worked only up to 325 degs. Fahr. He estab-
lished the formula :
Sp. ht. = .00222 Ts — .116. where Ts is the temperature of su-
perheated steam, and for a mean value between saturated steam
and any degree of superheat,
.00222 (Ts — 7')
Sp. ht. = — .116
2
The values obtained from tbe above, checked by observation,
taken in separately fired superheaters, seem to show a value a trifle
high, and in August, 1004, "Power," George Orrok suggests the
form :
Sp. ht. = .0016 T — .041 as being nearer the actual.
Charles K. Stearns.
No. 3. One company has in its power house one SOO-kw 550-volt, direct-cur-
rent generator with compound fields. In the armature there are 800 coils and
800 commutator bars, 12 poles and 12 brush holders. Would like to know the
proper connections to make to balance the magnetic circuits of this machine
and size of wire necessary?
It is not practicable to cross-connect this armature, as 800 bars
cannot be divided into six equal parts. In order to cross-connect
a 12-pole generator, there should be six available points of equal
potential which may be interconnected.
Westinghouse Electric & Mfg. Company.
Would suggest that it would be well to obtain from the makers
of this machine a connection diagram, which, presumably, would
give tbe proper connection. M. G. Starrett.
TRACK CONSTRUCTION
No. 4. What type of rail has given the best satisfaction for city service in
unimproved streets, and what troubles, if any, have been met with in the 9-in.
girder rail?
The ASCE standard T. rail has given us the best satisfaction.
J. N. Shannahan.
Standard T-rail. High girder rails, being sidebearing, tip out-
ward, producing wide gauge, especially with heavy suburban cars
now commonly used on city streets. The deep wheel flanges of
these cars are liable to cut down the lip of the half groove type
rail, forcing the rail further out of gage or causing derailment by
crowding against gage of opposite rail. Either girder rails should
be discarded in favor of high T-rails or the manufacturers should
be induced to make center-bearing girder rails with heads at least
i}4 ins. deep on gage line. The recommendations of the Rail Com-
mittee of the National Association Convention of 1902 in favor
of high T-rails should be indorsed by this convention.
M. J. French, Jr.
For unimproved street 60 or 70 lb. T-rail. If street is not paved
trouble has occurred on account of stones in groove.
Charles K. Stearns.
The girder rail. No cutting of grooves. Grooves break wheels
pulling out. Wagons cut grooves in dirt roads, requiring con-
stant tilling in where T-rail is used. J. W Hick*.
406
STREET RAILWAY JOURNAL.
[Vol. XXIV." No. i±
T-rail has given best satisfaction in unimproved streets. Girder
rails in unimproved streets, whether tie rods were used, or
whether they were omitted, have proved troublesome, in that the
rails would not stay to a true gage. This trouble is eliminated
by the use of T-rail. C. Loomis Allen.
Six-inch Shanghai T best type of rail for dirt or macadam
streets. Question too broad ; is semi-groove, full-groove, tram,
center-bearing or Trilby girder rj.il meant? T. E. Mitten.
I consider T-rails the best for city or suburban service in un-
improved streets. They are no more of a menace to vehicles than
any other section of rail in a dirt road. They are easier to main-
tain and make much cheaper construction. W. Boardman Reed.
If paving is not imminent, standard T-rail ; otherwise high T-
rail. If streets are wide enough to provide driveways alongside
of tracks, so that wagons will not follow rails, T-rail is superior
from every point of view of railway company. If wagons habit-
ually follow rails, there is no satisfactory way to maintain the
unimproved roadway without paving. A. S. Kibbe.
No. 5. Cannot a limited number of standard rail heads be adopted for
paved streets?
Two heights of T-rails and two each of tram-head and grooved
girder rails would seem to be sufficient; either 6 ins. or 7 ins.
high for asphalt pavements, and 9 ins. high for brick and block
pavements. These rails will allow 3 ins. to 4 ins. of concrete
above base of rail. M. J. Fkench, Jr.
We believe so. J. N. Shannahan.
It seems to me that the question of standard rail head for use
in paved streets depends fully as much on the caprice of the
local city government as it does upon the theory and practice of
the railway companies. M. G. Starrett.
It would be possible and would be a step in the right direction
to design a number of standard rail heads for use in paved streets.
C. Loomis Allen.
Yes, through a limited number of standards. Fish-plates with
standard drilling would be preferable. T. E. Mitten.
There is no reason why a limited number of standard sections of
rail heads could not be adopted for paved streets, if engineers of
the various street railway companies would get together and
come to some decision upon this subject, and it would be greatly
to the advantage of street railway companies could this be done.
The greatest obstacle in the way of accomplishing this result is, I
believe, the innumerable ideas held, not so much by street railway
men as by engineers or other officials connected with municipal
corporations. If, however, the street railways could decide upon
certain sections, and no other sections were rolled upon special
order, I think the municipal authorities could be forced to adopt
one of a few standard sections. W. Boardman Reed.
No. 6. What rights has a railroad company in arranging drainage for its
tracks? Where the company pays for paving between tracks and for a cer-
tain distance on each side, can it claim any jurisdiction in arranging grades
for drainage?
If the authorities granting the franchise neglect and refuse to
establish grades and methods proper for drainage of the railway
strip, a company has the right to provide drainage for the protec-
tion of its property, and the property and persons of others.
M. J. French, Jr.
Depends almost wholly on statutes governing this point and
varies in different States. In private right of way the drainage
cannot be thrown on abutting property. No jurisdiction, but
must conform to grades approved by the city, State or town engi-
neer. Charles K. Stearns.
They should be allowed to connect to sewers. J. J. Stanley.
If the city engineer insists on his grades, none. J. W. Hicks.
Yes. In city streets the street railway company which pays for
paving between its tracks should have absolute right to drain
same, but not necessarily fix grade for such drainage, as it will
have to conform to grade as established by city authorities, which
should be sufficient for drainage. T. E. Mitten.
I believe the matter of the grading of streets is one solely in
the hands of the municipal authorities, and do not believe there
is any way in which such authorities can be compelled to accede
to the demands of street railway companies. An amicable adjust-
ment of such difficulties as might arise is, in my opinion, alto-
gether the best way out of difficulties that street railways are likely
to meet with in this direction. W. Boardman Reed.
No. 7. Which is the better material for paving — Medina sandstone or
granite block?
We are not prepared to say which is the best material for pav-
ing, whether sandstone or granite block, but we do know that all
paving, whether brick, sandstone, granite block or asphalt, along
the line of the railway track is greatly benefited by the use of mar-
ginal protecting strip. This strip, being continuous, distributes the
pounding from the miscellaneous street traffic and from the car
v. heel over a large distance, and prevents the disintegration of the
paving in the immediate vicinity of the track, due to the springing
of the track, and in the discussion of the merits of various pav-
ing the advantages of the marginal protecting strip should not be
lo:t sight of. F. W. Sargent.
Some authorities claim that Medina sandstone will outwear
granite. If this is so, sandstone would be much preferable, as
its gritty surface makes a much better foothold for horses, espe-
cially in winter weather. It can also be kept much cleaner, and it
does not get greasy and slippery like granite. In heavy vehicular
traffic, in the writer's opinion, sandstone will not stand.
T. E. Mitten.
I am not familiar with the merits of Medina sandstone for pav^
ing purposes, except as I have seen it occasionally in my travels
through the country. I have never seen it compared with granite
block on streets with heavy traffic. I do not believe it will wear
as well as the best of granite block, but probably better than most
of the granite block that is used, there being as much or more
difference between the various granite blocks as there is between
Medina sandstone and the average granite block used.
W. Boardman Reed.
If Medina sandstone is specified a specific kind of granite Mock
should be named in the question. Westerly granite paving blocks
are more durable than any sandstone, and in all other respects are
of equal merit. M. J. French, Jr.
Granite block. Charles K. Stearns.
Medina block stone. J. W. Hicks.
Medina sandstone. John J. Stanley.
No. 8. What type of rail-joint has proven best in paved streets?
Weber joints. J. N. Shannahan.
Electric welded preferred; Weber joint next. J. J. Stanley.
Weber joint. Goldschmidt joint in the future.
Charles K. Stearns.
Continuous. J. W. Hicks.
The experience on the lines of this company shows that the
standard 36-in. ribbed plates, having twelve i-in. x 3-in. bolts per
joint, do not offer sufficient resistance to vibration to prevent wear
and loosening of joint and ultimate failure through sagging and
spreading at joint before the life of the rail is exhausted. A type
of plate affording a deeper cross-section than the rail, combined
with the feature of a tie-plate, is preferable. The electrically or
cast-welded joint, provided it secures at least the tensile strength
and rigidity of the full rail, without in any way harming the chem-
ical and physical wearing properties of the rail, in addition to
securing sufficient conductivity for return current, is most pref-
erable. M. J. French, Jr.
In my opinion, the electrically-welded joint, as used in Buffalo,
or the rivet joint, as used in Philadelphia. T. E. Mitten.
A railway joint is, and always has been, the greatest cause of
trouble to the trackmaster. To say which is the best joint is
difficult. In New York City, I think 9-in. girder rails, angle-bars
36 ins. in length, with twelve holes, have been used for the past
five or six years, and are now failing. They are being replaced
with a continuous joint plate, and this seems to overcome, in a
measure, the trouble had with the other plate. Cast weld joints
have been used to a considerable extent in Manhattan, and many
of them have failed. The electric welded joints have been used
extensively in some quarters, and have held up exceedingly well.
The Thermit welded joint is new in this country and has been tried
experimentally in Manhattan, but not to a sufficient extent to
enable one to judge of its merits. It has the advantage of being
easily applied at a moderate cost, and if it holds well will, I believe,
overcome many of the difficulties under certain conditions.
W. Boardman Reed.
No. 9. (a) What is the best method of detecting broken bonds? (b) Is the
electrical drilling machine practicable?
(a) Probably the best method at the present time of detecting
broken bonds or bonds giving defective contact is by the use of
a bond-testing instrument as furnished by R. W. Conant or Ma-
chado & Roller. It is almost necessary to employ some such de-
vice where the bond is concealed. There is, however, a bond now
on the market which is attached by means of solder to the out-
side of the ball of the rail ; the use of this bond makes it un-
necessary to use instruments to determine whether the bond is
broken or to what extent defective, as an inspector can by mere
observation determine the condition of each bond and cover
many miles of track per day, and if he examines the bonds care-
fully all doubt as to the condition of the bond is eliminated, which
is not always the case if the bond is concealed and dependence
placed upon an instrument for testing its condition. "Seeing is
believing."
(b) The electrical drilling machine is entirely practical wher-
ever current is available for operating it. It is not, however,
an economical device where there are only a few holes to drill, as
the investment in the drill is quite large, and should this invest-
ment be charged up to the drilling of holes it would run the cost
considerably over that of drilling the holes by means of a Buda
Track Drill. If, however, there are 5000 or 6000 or more holes to
September 17, 1904.]
STREET RAILWAY JOURNAL.
be drilled, we should say that the electric drill would pay for itself
in such case and be a paying investment. G. A. Mead.
(a) Looking at them. The best method of detecting imperfect
conductivity is by application of a measuring device that will de-
termine the relative conductivity of the joint and the whole rail,
taking into consideration the conductivity of the bonds and rail
with relation to their composition and cross-section. The con-
ductivity of the joint plates, being variable, should be disregarded.
(b) The principle is certainly practicable. The Ludlow track
drilling machine, manufactured in Cleveland, Ohio, and practically
tested in that city, is a most economical and successful machine
for use on continuous work of any magnitude.
M. J. French, Jr.
(a) We detect broken or defective bonds readily with the
Conant Bond Tester. J. N. Shannahan.
(a) Millivoltmeter and comparison method, (b) Yes.
Charles K. Stearns.
(a) The best method for detecting broken or loose rail bonds
is undoubtedly the electrical method, making use of the varying
resistance of the bonded joint. There are several good instruments
on the market for this purpose, (b) The electrical drilling ma-
chine is certainly practicable. We have used it to quite an ex-
tent on track in New York City. M. G. Starrett.
The handiest method is by using some portable bond tester, such
as the Conant. By means of Wheatstone Bridge a given section
of rail is compared with the same length of rail across the joint.
A better method would be to determine the drop in the line.
T. E. Mitten.
(a) The Conant machine is very satisfactory. (b) Electric
drilling machines are practicable where current is at hand. When
mounted on a small car so that they can be easily and quickly
shifted and adjusted they are economical, but they are adapted
more particularly to structural work, requiring many holes drilled
in close' proximity, than to rail bonding or joint drilling.
A. S. Kibbe.
No. 10. What is the better type of bond — the compressed head or the
pin head?
The compressed terminal type of bond will no doubt give more
uniform and satisfactory results than the pin-driven type of bond.
In the pin-driven type of bond it is necessary that the relations be-
tween the diameter of pin, the size of hole in the bond terminal
and the size of hole in the rail be exact in order to obtain the best
results. This condition is not always to be obtained, and is not
necessary with the compressed terminal bond for the reason that
it is only necessary to continue the compression to its limit, in
which case the hole will be thoroughly filled and the terminal
pressed into firm contact with the rail. And unless the terminal
is in firm, strong contact with the rail, the terminal will loosen
up and corrosion will soon set in, thus destroying the efficiency
of the joint. G. A. Mead.
The "compressed head" type of bond can be made tighter, and
will afford a greater contact surface if a compressor of sufficient
power is used to "head" the terminal in the form of a rivet ; a
portable pneumatic riveting plant with electrically-driven com-
pressor, on a small car, being practicable and economical for con-
tinuous work. The "pin head" type does not afford equal area of
contact, as the plug spreads the head of the bond and crowds it
away from the rail. M. J. French, Jr.
There is no doubt in my mind that the compressed head rail
bond is the best type of rail bond as compared with the pin-head
type. M. G. Starrett.
We believe the pin expanded head bond the better, though it is
not entirely satisfactory. J. N. Shannahan.
Heads of bonds should be pressed in place, not hammered.
Charles K. Stearns.
Compressed head. J. W. Hicks.
Compressed head if great care is taken to do a first-class job.
John J. Stanley.
The compressed head. T. A. Mitten.
The compressed head bond is better. C. Loomis Allen.
No. 11. Has the soldered type of bond been found to be practical?
Soldered bonds have been in practical use in constantly increas-
ing quantities for the past three years, which would seem to
demonstrate that the soldered type of bond is entirely practical.
Many large and important roads have adopted it as a standard
after careful trial. This type of bond is meeting with increased
favor among practical railway operators. G. A. Mead.
No. 12. What are the advantages, if any, of the soldered type of bond over
that of the compressed terminal bond?
The advantages of the soldered type of bond over that of the
compressed terminal or the pin-driven terminal are many and quite
evident.
First — The type most generally favored is the one which is at-
tached to the balls of the rail, and for this reason is always in a
position to be thoroughly inspected as to its conditions at any time
without the use of instruments.
Second — The soldered bond will permit of the use of a shorter
bond than is the case with the compressed terminal or pin-driven
bond, and at the same time the same amount if not more flexibility
is maintained. This decrease in length reduces the resistance of
the bond, thereby decreasing the drop across each joint.
Third — The contact resistance between the terminals of the
soldered bond and the rail, as compared with the cross-section is
less than in the compressed terminal or pin-expanded terminal type
of bond.
Fourth — Its first cost is less than that of a compressed terminal
or pin-expanded bond of the same capacity.
Fifth — The cost of installing the soldered bond is less than for
installing the compressed type. Official reports from various roads
show that the soldered bond can be installed at a total cost of from
10 cents to 13 cents, while the cost of installing the compressed
terminal bond is practically twice this amount.
Sixth — The bond can be removed, without destroying, and re-
installed, which is not the case with the compressed terminal and
pin-driven terminal bond.
Seventh — The bond can be applied without the necessity of re-
moving or disturbing fish-plates.
The point has been raised in a few instances that on account of
the bond being exposed it is very liable to be stolen, but careful
investigation of this point has shown that on account of the small
amount of copper in the bond and the difficulty of removing the
bond, copper thieves recognize at once, without actually trying,
that it does not pay to steal this type of bond. G. A. Mead.
No. 13. Is a concealed bond which has the flexible portion made of cable
as practical as one in which the flexible portion is made of flat strips?
It has been shown that a concealed bond in which the flexible
portion is made of cable and having the wires slightly twisted
together is more practical than one in which the flexible portion is
made of flat strips. The reason for this seems to be from the
fact that the bond in which the cable is used, on account of the
wires being bound together slightly, has a tendency to transmit
any movement in the flexible portion, due to a movement of the
rail, throughout its length, while in the case of the bond composed
of flat strips, as they are not bound together in any manner, tend
to take up all the motion of the joint at some one particular point
of the flexible portion of the bond, thereby decreasing the life of
the bond. These flat strips also become wedged in between the
plate and the rail, and the movement of the rail causes them to
work out between the head of the rail and the fish-plate, thereby
cutting them off. This has been found to be the case in a great
many instances. G. A. Mead.
OVERHEAD LINE CONSTRUCTION
No. 14. What wood is best adapted to stand the elements, and what paint;
how many coats, and how often should same be painted?
No wood is better adapted to stand the elements than red cedar ;
next to red cedar, white pine. As to paint there is no better pre-
servative and no paint more enduring than white lead reduced to
the proper consistency for flowing with pure linseed oil and tur-
pentine. No less than three coats should be applied at the begin-
ning, permitting at least three or four days to elapse between each
coat. Thereafter, one coat of the same material every three years
should be sufficient to maintain the wood against decay for an in-
definite period. My opinion is based upon an experience with
wood and wood finish of various kinds covering a period of thirty-
five years. John F. Ohmer.
Cedar is best wood for trolley poles. As to paint, either a
graphite paint or lead and oil paint are efficient. T. E. Mitten.
For poles, Norway pine, dressed and painted, seems to combine
greatest carrying strength and resistance to storms, together with
uniform soundness and resistance to decay. Paints combining
graphite and rubber are most durable for iron work. Pure lead
and oil has given the best results for wood, although a zinc paint
is gaining in favor. A heavy coat should be applied before erec-
tion of work and another immediately following. The work-
should be given one coat the succeeding year and then one coat
every second year. M. J. French, Jr.
White cedar, covered with two coats of white lead and oil, col-
ored to suit. Painting should be repeated every two years.
J. N. Shannahan.
Locust and chestnut. Red lead. On the coast once in two
years ; away from the coast, five years. Charles K. Stearns.
Cedar in this soil. One coat filler, two coats lead and oil —
every three years, one coat lead and oil. John J. Stanley.
No. 15. What is the most economical size of trolley wheel to use on city
and interurban lines?
No. 16. What is the best hanger — a mechanical or soldered clip?
We believe that the best form of hanger to use is that known as
the Type N Round Top Hanger, which consists of a body casting
containing an insulating compound in which is embedded a
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
threaded stud. This produces a neat, compact device of one piece
in which the various parts are not detachable — or the Type D
Hanger, similar to the well-known West End form, which con-
tains an insulated bolt and can readily be removed from the hanger
by unscrewing the cap, which is provided with lugs. These lugs,
however, can be clinched over after the hanger has been assem-
bled, thereby preventing any movement of the stud or the un-
screwing of the cap. In order to suspend the trolley wire from
these types of hanger the preference at the present time seems to
be more in favor of a mechanical clamp than a soldered clip. In case
of round wire the ordinary clinch ear or the Walker ear are used
extensively. In the case of grooved or Fig. 8 trolley wire, the pref-
erence seems to be for the mechanical clamp, in which the two
halves are made to grip the wire by means of screws. The use of
solder in connection with devices to be attached to the trolley is
not looked upon with as much favor at the present time as in the
past, as it is very easy to reduce the tensile strength of the trolley
wire by overheating if the soldering is not done with care. Me-
chanical forms of clamps for supporting the trolley wire have for
a great many years proved themselves to be perfectly practical and
safe, and their use eliminates the possibility of injuring the trolley
wire, for the reason just given. G. A. Mead.
We have found the soldered clip to give best satisfaction, as the
mechanical ones used by us did not allow for the wear in the
wire and where thin would pull out. W. H. Pouch.
If the question is intended to refer to the relative merits of a
hanger soldered rigidly to the wire, combining an ear in the same
piece with insulators on span wire, it would be preferable to any
of the hangers combining insulating parts in contact with the
vibrating metal of the hanger, as the latter ultimately crumble
from vibration. If the question refers to the relative merits of
soldered and mechanical ears, practice shows the long, deep-
grooved soldered ear to be more economical, as the soldered ear
ultimately breaks and releases the wire, whereas the stiff mechan-
ical ear is more liable to saw the wire in two at the receiving end.
M. J. French, Jr.
The mechanical clip. J. N. Shannahan.
Mechanical clip. Charles K. Stearns.
Soldered clip. J. W. Hicks.
If soldered without overheating the wire, soldered clip. Prac-
tically, we use mechanical clinch type. John J. Stanley.
Soldered — especially for high speed. C. Loom is Allen.
No. 17. What is the best method of spacing d. c. lightning arresters along
the line?
We have spaced two to the mile, except in especially exposed
places. In such places we have arbitrarily placed one or two
arresters, as the case might seem to warrant.
C. Loomis Allen.
1). c. lightning arresters should be located on the feed-in spans
close to the feeder. As the power house is supposed to be suf-
ficiently protected by devices in its immedate vicinity, its consider-
ation is eliminated, the line arresters being intended to protect the
line and cars. Lightning following the feeder would, in part,
naturally be diverted at a feed-in span, as it follows the flow of
line current. Lightning following the trolley wire, unless reaching
the ground through the car, would have no other outlet except
through the feed-in spans. M. J. French, Jr.
The spacing given to d. c. lightning arresters along an overhead
line should depend on the configuration of the country through
which the line runs and the liability to trouble from lightning,
which, of course, is much greater in some sections of the country
than others. Where electric storms are frequent and violent the
d. c. lightning arresters should be installed about eight to the mile,
but under any conditions I consider there should be at least four
to the mile. M. G. Starrett.
Depending somewhat on conditions. We place d. c. lightning
arresters about 1800 feet apart. J. N. Shannahan.
Every half mile. Charles K. Stearns.
Determined by local conditions. John J. Stanley.
No. 18. How many lightning arresters to the mile in the best practice?
Should more arresters be used in suburban than city lines?
Suburban lines are generally more exposed than city lines, and
should have more arresters. Six arresters per mile of wire is a
good rule to follow for suburban lines.
Westinghouse Electric & Mfg. Co.
Once every half mile in any case. Charles K. Stearns.
Every half mile. John J. Stanley.
(a) Every 1000 ft. (b) Yes. J. W. Hicks.
Three arresters to the mile is considered good practice under
ordinary circumstances. Suburban lines, as they traverse country
affording fewer diverting agencies than does a city, require better
protection than city lines. M. J. French, Jr.
Our experience has shown that more arresters should be used
in suburban work than on city lines. J. N. Shannahan.
Four arresters to the mile on suburban lines and two in city
lines. Anonymous.
No. 19. Has it been observed that the presence of a high-voltage transmis-
sion line running along the same right of way with the trolley has a tendency
to relieve the d. c. line from some of the lightning disturbances to which it
would normally be subject?
Lightning seems to prefer the company of a high voltage trans-
mission line to that .of a d. c. line. M. J. French, Jr.
We have experienced less trouble on our d. c. line where it is
paralleled by the 20,000-volt transmission line. The transmission
line runs on the poles on the opposite side of the tracks from the
feeder line. We are using Garton arresters, and our replace-
ments have been much more frequent on sections not occupied by
transmission lines. C. Loomis Allen.
Decidedly so. J. N. Shannahan.
Determination of such a question is difficult. No such tendency
has been sufficiently pronounced to be apparent to the writer.
A. S. Kibbe.
No. WTe are, however, inclined to believe that the presence of
the trolley line running parallel with the high tension has some
tendency to relieve the strains on the high tension, due to the fact
that the insulation of the trolley is much lower than that of the
high-tension and presents a much easier path to the ground.
B. E. Morrow.
POWER TRANSMISSION LINE CONSTRUCTION
No. 20. Information is requested with regard to the use of aluminum for
a. c. high-tension lines and for d. c. trolley feeders; also for use bare in under-
ground conduit as an auxiliary to the rail return?
The use of aluminum for a. c. high-tension lines and for bare d. c.
trolley feeders has given considerable trouble on account of its low
fusing point. Short circuits through cobwebs, kite strings and
large birds on lines carrying 20,000-volt a. c. have resulted in the
fusing of the wires, where copper conductors, carrying practically
the same voltage, have withstood short-circuiting from limbs and
scraps of fence wire. M. J. French.
Results good. J. W. Hicks.
Aluminum for d. c. trolley feeders and rail return not recom-
mended on account of difficulty in making proper joints.
John J. Stanley.
(a) Aluminum conductors for these purposes have been in use
for a number of years, and seem to be giving satisfaction; their
use is too general to require any extensive argument as to their
wide acceptance.
(b) Not recommended. The increased cost of conduit for the
larger conductor will probably more than offset the saving in
aluminum conductors. No advantage gained by reason of reduced
weight of the conductors. Aluminum will not ordinarily last as
long as copper underground. Henry Floy.
Aluminum is admirably suited to long-distance alternating-cur-
rent transmission. Its weight being one-third that of copper, ad-
mits the use of fewer poles and farther spacing, thereby lessening
the first cost and chances of insulator leakage, and at the same time
maintaining a high standard of line construction. The aluminum
on the market to-day is about 20 per cent of copper, when copper
is taken at 98 per cent, hence, to secure equal conductivities it is
necessary to increase the cross-section of aluminum in the ratio of
1.58 to 1. It has been noticed that soon after erection of an alu-
minum line the wire turns black, due to oxidation, and from that
time no apparent change takes place. In an instance under the
writer's observation an 11,000-volt aluminum line was built across
the tracks of a steam road, and at a point some few hundred yards
distant an iron telephone lead also crossed the tracks, both lines
being some 40 ft. above the rails. It has been noticed that the iron
wire rapidly deteriorated under the action of the sulphur gases
from passing locomotives, while the aluminum wires have suffered
no deleterious effects. Owing to its extreme lightness, aluminum
is also well suited for use as trolley feeders, materially lessening
the strain on poles and crossarms. The lack of experience with
the use of bare cables in underground conduits makes the ques-
tion one of conjecture to the writer, but from the nature of the
metal it i< hardly likely that it would successfully withstand the
action of the salts, acids and gases to which it would be subjected.
Charles E. Waddell.
Aluminum wire satisfactory for d. c. overhead lines. No ex-
perience as rail return or a. c. lines. C. E. Roehl.
The writer has employed aluminum for a. c. and d. c. feeder
lines for nearly five years with a high degree of satisfaction. As
compared with copper conductors of equal conductivity they possess
the advantages of : (1) Lower first cost. (2) Less liability to be
stolen.
The principal disadvantages under which aluminum labors are:
(3) Lower temperature of fusibility. (4) Higher coefficient of ex-
pansion.
In the following respects they are to all intents and purposes
September 17, 1904.]
STREET RAILWAY JOURNAL.
equal: (5) Durability and cost of maintenance. (6) Liability to
damage from sleet. (Aluminum probably enjoys a slight advantage
over copper in this respect.) (7) Cost of erection, with small prob-
able advantage in favor of aluminum. (8) Proportion between
new and scrap values.
A large proportion of the difficulty encountered with aluminum
conductors in recent years is attributable to failure to properly pro-
vide for item No. 4. In the use of high-tension conductors of all
kinds our knowledge of the requirements has failed to keep pace
with the rapid increase in voltages employed. As a result many
high-tension circuits have been installed with too small a space
between the different legs. With proper provision in these re-
spects the writer believes that aluminum will not suffer in com-
parison with other metals. In a word, the subject resolves itself
into a question of comparative cost of materials, and this is, of
course, determined by quotations at the time of purchase.
A. S. Kibbe.
Aluminum wire has a conductivity of 62 in the Matthiessen
Standard Scale, tensile strength of 26,000 pounds per sq. in., spe-
cific gravity of 2.68, and is a very durable metal when erected on
pole lines. It is put on the market only in the form of stranded
conductors. Comparing it with copper conductors of 97 con-
ductivity, and of the same resistance per unit of length, it has
1,565 times the cross-section, 1.25 times the diameter, the same
strength as a copper conductor of 40,000 lbs. per sq. in. ultimate
and .47 the weight of the copper conductor. Its coefficient of ex-
pansion is about one-third more than that of copper and its co-
efficient of temperature resistance is the same.
From inspection of the above it will be seen that practically the
same results are obtained either with aluminum or copper, so far
as concerns the two principal considerations necessary in con-
ductors for use on a pole line, i. e., low resistance and high
strength. The principal differences are: (1) Aluminum costs
about 10 per cent less, for the same results. (2) The aluminum
weighs less than one-half as much, thereby causing an additional
saving in the cost of transportation and in maintenance of the
poles, pins and cross-arms. (3) On account of its greater co-
efficient of expansion, aluminum has a maximum sag of about
20 per cent more than copper in spans of customary length. (4)
Aluminum cannot be readily soldered, and mechanical joints are
used in place of soldering. (5) On account of its greater diam-
eter, lead-covered aluminum cables cost more than lead-covered
copper cables. (6) On account of its chemical nature, aluminum
is almost certain to be corroded if placed underground without
being waterproofed.
The first two items enumerated above constitute distinct ad-
vantages fur aluminum, and have been the cause of the fact that
many thousands of miles of aluminum conductors have been in-
stalled for high-tension transmission and for railway feeders,
since their manufacture began in 1898. The two most notable in-
stances in the East are the line of The Niagara Falls Power Com-
pany, from Niagara Falls to Buffalo, over which 17.000 hp has
been transmitted, and the line of The Shawinigan Water &
Power Company, from Shawinigan Falls to Montreal, on which
power is transmitted for 80 miles at a pressure of 55.000 volts.
The earliest installation in this section was that of The Hartford
Electric Light Company, of 36 miles of 342,600 c. m. aluminum in
1900.
The third item enumerated constitutes a disadvantage where
wires must be crowded closely together on account of greater
liability of wires to cross. In the case of transmission and feeder
systems, this slightly greater sag makes no difference whatever,
except, perhaps, from an aesthetic standpoint. The fourth item
once was a very serious drawback to the use of aluminum, but a
variety of mechanical joints have since been brought out by the
manufacturers of aluminum wire, which are so effective and so
readily applied that what was once a disadvantage lias become
decidedly the reverse.
'1 he method of splicing conductors of smaller size than No.
0000 B. & S. gage is to twist them in a Mclntyre joint. Larger
sizes are joined by means of a right and left handed aluminum
stud which screws into terminals compressed on the ends of the
cable in the factory. A good emergency joint consists of the ordi-
nary dovetail cable splice, without solder. Joints are also made
111 the field by compressing cast sleeves on the cable by means of
a small portable hydraulic jack, the ends of the cable butting to-
gether in the center of the sleeve. Tap connections are made by
means of aluminum clamps which bolt together on the cable, one
of the clamps carrying a lug into which the tap wire is soldered.
This piece of soldering presents no difficulty, because the inside
of the lug is tinned before leaving the factory.
The fifth and sixth items show the impracticability of the use of
aluminum for underground work. Copper seems to be the only
material possessing Hie requisite properties for such work.
William L. Robb.
On the Utica & Mohawk Valley Railway Company lines we
have a three-phase, 20,000-volt transmission line 28.5 miles in
length. Aluminum cable of the size equivalent to No. 2 copper is
used. When the line was originally built the spacing of the wires
was in the form of a triangle, 24 ins. on each side of the triangle.
During eighteen months' operation of this transmission line, after
construction, there were fifteen short-circuits on the line that
could not be accounted for. After going into the matter it was
determined that these short-circuits were due to objects coming in
contact with the line, such as limbs or brush, rope, kites, and even
large birds. Early in the spring of 1904 the spacing was changed
from 24 ins. to 52 ins., and since that time there have been no
short circuits on the line that have not been accounted for. In the
winter of 1903-1904 temperature change in twenty-four hours in this
locality would range from 23 degs. above zero to 32 degs. below
zero, and in one instance the low point of 36 degs. below zero was
registered. The only breaks that were found in the aluminum line
during the winter were at points in the line that had been weak-
ened previously by some of the unaccounted for short-circuits.
C. Loomis Allen.
No. 21. What are the most efficient methods of joining the main con-
ductors and of attaching trolley taps to the main feeders?
In the case of copper feeders of large size the ends of the cables
are very often joined together or spliced by spreading the indi-
vidual wires composing the cables for a foot or more back from
the end and braiding or twisting the wires of the two cables to-
gether and then soldering and taping. This, however, while it
makes a first-class joint if done properly, is not as a rule given the
necessary care and the joint has a high resistance. Another
method is to make use of a feed wire splicer, which makes it
necessary simply to bare 5 ins. or 6 ins. of the end of each cable,
insert them in the splicer, heat the splicer and fill with solder.
This produces a strong, efficient and neat union of the two cables.
In case of high-tension lines where small copper wires or cables
are used, probably one of the best methods is to use a connector
similar to the soldered connectors used in joining the ends of trol-
ley wire or some of the various forms of twist connectors. To
tap the feed wire to the trolley wire can be very readily done by
soldering a 1/0 or 2/0 insulated wire to the feeder wire, and
bringing the tap out to the trolley wire alongside to the feeder
wire, and bringing the tap out to the trolley wire alongside of
the span wire supporting the trolley. The tap is connected to the
trolley by means of a feeder ear of any of the various forms. If
the mechanical ear is used, several taps should be made to the
trolley at several consecutive poles in order to get the full benefit
of the capacity of the feeder, as the contact which will be obtained
between the mechanical clamp and the trolley wire is very liable
to be less than the capacity of the tap itself. Probably a neater ar-
rangement would be to substitute an insulated copper wire for the
span wire, attaching one end to the feeder wire and baring the
insulated wire directly above the trolley wire and suspending the
trolley wire by means of one of the various forms of feed-in-
hangers which resembles an ordinary insulated hanger without
the insulation. In bracket construction similar methods as just
given hold good G. A. Mead.
Clamps — if current density is not too high. The long splice is
always satisfactory. C. E. Roehl.
For feeder taps the most satisfactory device is a two-piece
aluminum clamp with socket and set screws for tap and bolts to
clamp the other end to the main feedc.
For joints in main conductors, the writer has employed a large
variety of devices, hut he has found nothing so satisfactory as a
span wire splice. This is made by unravelling the ends of cables
for a length of eighteen to thirty inches, depending upon the size
of the cable. The ends are then enmeshed in each other and the
strands of each cable flattened out along the other end and shaped
up smoothly. One of the wires is then wrapped from four to ten
times around the center of the joint. A second wire is then
started lapping the end of the first one. The latter is then cut
close off at the lap, the end turned over and under, and the wrap-
ping of the second wire continued for the same number of turns
as the first, and the process repeated until all of the strands have
been wrapped in succession. The ends of the last two are twisted
together and turned down, and the result is a smooth tapered joint
which is hardly perceptible in hare cable, and after tapping properly
cannot be detected in insulated cable. The conductivity of the
joint is about 25 per cent in excess of that of an equal length of
the unbroken cable, and it is stronger mechanically than the un-
broken cable. In thirty-seven strand cable the joint consumes a
length of 2 ft. off each end joined. A. S. Kibbe.
See No. 20 for Dr. William L. Robb's answer.
Soldered joint on feeder ear Charles k" Stearns.
For small wires the most easily applied and the mosl satis-
factory splice is the Mclntyre twist sleeve; for large cables the
4io
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
single piece and the three piece compression joints make neat,
satisfactory and good electrical and mechanical unions.
Charles E. Waddell.
(a) The well-known mechanical Mclntyre joint for size not too
stiff to be twisted, namely up to about No. 0000. For larger sizes
aluminum "compression joints" are furnished by the cable manu-
facturers. The "joints" consist of two heavy sleeves joined by
screwing into their terminals a right and left handed stud. Each
sleeve is put on the end of two cables to be joined by hydraulic
pressure, which causes the metal of the sleeve and cable to "flow"
together, making a joint with two or three times the conductivity
of the cable itself. The ordinary wireman's splice, made by twist-
ing the ends of the cable together, may be used, but there results
the loss of several feet of conductor in making this joint, which is
objectionable. Furthermore, the joint is a purely mechanical
one.
(b) Use a copper tap from the trolley to the feeder, and con-
nect to the latter by means of a "tapoff joint," namely, a two part
aluminum plate clamp, secured to the feeder by set screws. The
copper tap is inserted in a lug of the clamp and secured by set
screws and solder. Henry Floy.
No. 22. What are the advantages and the disadvantages in the general use
of aluminum for such purposes?
For high-tension, a. c. work: Disadvantage — Low fusing point.
Advantages — Minimum mechanical strain on pins and insulators
and line. Lightness and method of joining facilities; quick re-
pairs, one man being able to carry material and make repairs in
a few moments. C. Loom is Allen.
See No. 20 for answers by Dr. William L. Robb and A. S.
Kibbe.
Advantages — Weight, cost. Disadvantages — Size, joints, sub-
ject to corrosion from gases; high expansion coefficient; fuses
readily on short circuit. C. E. Roehl.
(a) Advantages — (1) The price, as aluminum will be delivered
on the ground for about 10 per cent less than copper having the
same conductivity. (2) Lightness, as aluminum will have about
47 per cent of the weight of copper for the same conductivity,
strength of the two conductors being about the same, thus per-
mitting greater spans and reducing cost of line construction.
(b) Disadvantages — (1) The aluminum will have about 20 per
cent greater sag for the same span, which, under some circum-
stances, is objectionable. (2) The aluminum conductor is usually
made as a cable, in all sizes, whereas in the smaller sizes the cop-
per is a single conductor. In case of short-circuit or arc, a cable
will burn off more easily than a solid conductor of the same con-
ductivity. (3) The greatest objection to the use of aluminum
feeders in connection with trolley work is the liability to galvanic
action between the copper tap and the aluminum feeder at their
point of juncture. If, however, the tap-off clamp has its lug
turned down toward the ground the moisture will drip off, reduc-
ing this risk to a minimum ; moreover, the interior surface of the
lug, if tinned, as would be the case when soldered, will almost
entirely prevent galvanic action. The objections argued as to the
effects of greater wind pressures, damage from sleet, increased
charging currents, mutual induction, corrosion, etc., do 'not amount
to anything worthy of consideration, as a matter of practical ex-
perience. Henry Floy.
The principal disadvantage possessed by aluminum — and the
objection is more theoretical than actual — is that it has a greater
coefficient of expansion than copper. In high-tension work it is
therefore necessary to space the wires a little farther apart.
Briefly, in conclusion — Of the 60 or 70 miles of high-tension alu-
minum lines and 2 or more miles of trolley feeders that have been
under the writer's direct observation for the past four years, it may
be said that the metal has been perfectly satisfactory ; that it is
easily erected and maintained, and that the building gangs like to
handle it. Experience demonstrates that extraordinary care is
not required in the erection of an aluminum line, nor is the ques-
tion of sag of any practical consequence ; the line is usually drawn
sufficiently taut to present a pleasing appearance and the effect of
wide temperature changes has not proved detrimental.
Charles E. Waddell.
No. 23. What is the maximum distance direct current can be advan-
tageously transmitted for the operation of interurban cars
The maximum distance direct current can be advantageously
transmitted for the operation of interurban cars depends upon the
relation of the cost of generating electric current — including all
fixed charges — to the cost of copper feeder lines. Given cost of all
the items which go to make up the cost of producing power, equa-
tions can easily be written which will give the maximum distance
for any specific case. M. G. Starrett.
Five to 8 miles. John J. Stanley.
From s to 7 miles, depending on the frequency of the service
and the grades of the line. It is a question of balancing the
interest on the copper investment and the saving in line losses per
year. Charles K. Stearns.
The maximum distance to which direct current may be trans-
mitted advantageously is not a fixed quantity, but is one which
must be determined for each particular set of conditions en-
countered. It depends upon the number and character of cars
to be operated, grades encountered, service required, cost of con-
ductors and cost of construction, maintenance and operation of
power plants. Generally speaking, of interurban roads handling a
moderate business 10 to 12 miles will be found the commercial
limit without the use of a booster. The writer has operated cars
by direct current for a distance of 30 miles from the power station,
but in cases of emergency only, and the number of cars was very
much reduced below that required by the regular schedule.
A. S. Kibbe.
SELECTION OF ROLLING STOCK
No. 24. Have the semi-convertible cars given as good satisfaction for sum-
mer service as the open cars, and to what extent have double-truck cars re-
placed single-truck for strictly city service?
Semi-convertible cars give as good service, if not better, than
open cars, particularly on account of freedom from accidents to
passengers. Charles K. Stearns.
Yes, practically replaced. John J. Stanley.
No semi-convertibles for us any more. We are replacing single
with double trucks. J. W. Hicks.
In the first place, this question is, until analyzed, difficult to
answer. There is at the present time but one make of semi-con-
vertible car — i. e., the car original in name and original in con-
struction to the degree of providing interior length of seating
arrangement transversely and aisle width equivalent to within 4
ins. of the overall width of the car body at belt rail, and at the
same time providing for opening the entire window space between
posts, rails and letter board. I appreciate that there are cars of
many makes masquerading under the alias "Semi-Convertible,"
but if you investigate you will find in each and every instance a
case of the old-timed, old-fashioned car of the drop sash variety
and the "semi-convertible" feature is semi-convertible in name
only.
Now, having described what I am writing about, I will proceed
to the question. The "semi-convertible" car has in many instances
given not only as great, but greater satisfaction than open cars ;
where this satisfaction is apparent is in cases where suburban
runs are concerned, exclusive of excursion travel. Generally
speaking, all suburban roads operate at a rate of speed at times
from 20 to 30 m. p. h., and even more. Riding in a typical open
car at any such speed, irrespective of the actual temperature, is
highly uncomfortable, owing to the excessive breezes. Side run-
ning-board steps from the standpoint of accidents are an ob-
jection (some city railways even now going to the semi-convertible
car on this account alone), even at the average rate of speed of
city cars ; they are infinitely more dangerous on high-speed su-
burban roads, and more seriously uncomfortable for egress and
ingress where "slopping" of the roadway sometimes fixes the
starting or landing point for a passenger several inches lower than
the head of the rail.
I do not pretend to state that the semi-convertible car will en-
tirely supplant the open car. In some cities, even without consid-
eration of the accident portion of the proposition, open cars will
forever be a factor ; the average city populace will not accept the
"large window, virtually an open car" gold brick, and may insist
upon the open car to the point of becoming demonstrative. On
the other hand, for excursion and park travel, I doubt the economy
of hauling the crowds naturally assembling in the semi-convertible
car when it can be so much more cheaply handled with the large
seating capacity open car. My answer briefly is both "Yes" and
"No" under the condition explained.
Double-truck cars have very largely replaced single-truck cars
for city service — more largely, possibly, than many people im-
agine. I know positively of the product of one quite large car
builder who ten years ago was turning out go per cent single-truck
cars, and 10 per cent double-truck cars ; for the last three years
the average has been directly reversed to over 90 per cent double-
truck cars and less than 10 per cent single-truck cars, and I have
no reason to believe the situation is different with the output of
cars by builders other than the one I have in mind. Within the
past eighteen months two large systems in the East have "ex-
perimented" in going from double-truck cars back to single-truck
cars under grade and power conditions a trifle more severe than
anything I know of, and I am watching it carefully. Before the
publication of the next question box there may be some interesting
developments in this direction. W. H. Heulings. Jr.
Referring to semi-convertible cars — For high-speed suburban
and long interurban roads, open cars with side steps would not be
popular. The writer has built semi-convertible cars since 1880, of
September 17, 1904.]
STREET RAILWAY JOURNAL.
411
various types and descriptions. He was instrumental in assisting
Mr. Brownell in getting up the first type of semi-convertible cars
and has had all opportunities to follow the semi-convertible cars
since that time, and there is no doubt in his mind that the semi-
convertible cars will increase in popularity, especially for long
stretches and high-speed interurban service ; and the simplest in
construction that will neither disfigure nor interfere with the
practical construction of the car will be the winner. This ques-
tion in reality can better be answered by a railroad operator than
by a car builder. Peter M. Kling.
I have found that semi-convertible cars have given universal
satisfaction to the public, to our employees and to our company,
and I would prefer them, in this climate, to open cars. In summer
they are as pleasant and airy as an open car, having the further
advantage that if a sudden change of temperature or a storm oc-
curs the car can be made into a closed car quickly. In winter they
have been found to be warm and comfortable, and no difficulty
whatever to heat them.
At all times you have a good broad aisle in the car, without re-
ducing the width of your seats, and they are considerably lighter
than a box car of the same length of body. On the Utica & Mo-
hawk Valley Railway we have had them in use since the fall of
1901, and have found them so desirable that our orders for new
cars, since the first ones were placed in operation, have been to
duplicate our first orders. C. Loomis Allen.
No. 25. Has any practical type of power brake been developed to take the
place of air-brakes?
The Westinghouse traction brake is to our minds the most prac-
tical type of power brake developed to take the place of the air
brake for electric equipment. F. W. Sargent.
From what I have seen lately, I am satisfied that there will be
a hand brake exhibited at the convention that will be of great in-
terest to railroad managers and operators. This brake has great
advantages over the ordinary hand brake. It will apply the brake
100 per cent quicker than any other hand brake on the market, and
will furnish 100 per cent more power in stopping the car.
Peter M. Kling.
If you believe the inventors — Yes. From experience — No.
J. W. Hicks.
Fair results from a rope drum brake developed by a local in-
ventor. John J. Stanley.
No. 26. What is the difference in current consumption of two and four-
motor equipments?
Sixteen-ton four-motor equipment required 2.70 kw per car mile ;
ten-bench open car requires 1.67 kw per car mile. Both in city ser-
vice. Anonymous.
Fifteen to 20 per cent more current for the same weight of car or
load and same speed. Charles K. Stearns.
With the same weight of car body and trucks and same horse-
power rating of motors, the current consumption will be approxi-
mately 10 per cent less for two motors than for four, owing to
lower weight and higher efficiency of larger motors.
Westinghouse Electric and Manufacturing Company.
No. 27. What is the best method of determining the life of motor parts?
By mileage record. J. N. Shannahan.
Generally from record of car-miles run.
John J. Stanley.
By numbering the parts and keeping a card record of the repairs
on each car. Charles K. Stearns.
No. 28. What type of snow-plow has given the best satisfaction for city
streets
McGuire. John J. Stanley.
Side wing plow. J. W. Hicks.
On streets having single track — the nose plow. On streets hav-
ing double track — the shear plow. The plow that has proven best
to me is the steel plow built by Smith 6k Wallace. The principle
of the plow is to fight or buck the snow with the truck and not
with the body. If there is any room to push the snow from the
track this plow will do it. In this locality, in the winter last
past, we had 142 days consecutive sleighing. We think we know
something about snow and snow plows.
C. Loomis Allen.
No. 29. (a) Are electric heaters economical? (b) What other system is
more efficient and convenient?
fa) Electric heaters have not proven economical with us. (b)
Hot water heat is much more economical and efficient, though
possibly not quite so convenient to operate.
J. N. Shannahan.
(a) If by economical is meant the measure of actual cost of
heating cars as compared with other methods of heating the same
cars, electricaLheaters are not economical. But when the other
features of electric heating are taken into consideration, viz.: Ab-
sence of coal gas, ashes and dirt from the car; the saving in room
by using the electric heaters, and the ease with which the heat is
cut off or turned on to the car; these are the features which more
than counterbalance the actual increase in the cost of producing
heat, (b) In my opinion there is no other system more efficient,
when all things are considered, and none as convenient.
M. G. Starrett.
(b) Hot water gives a more even temperature per car and prob-
ably at less cost. C. Loomis Allen.
(a) No. (b) Hot water more efficient, but not so convenient
as electric heaters. Charles K. Stearns.
(a) No. (b) None so convenient. Efficiency ( ?).
J. W. Hicks.
(a) No. (b) Stoves. John J. Stanley.
No. 30. Have any experiments been made, or any one had experience with
hot-water heaters, and if so, what has been the difference in expense between
them and electric heaters?
Yes, the difference is very marked, and entirely in favor of hot
water heat. (See answer to Question 29.)
J. N. Shannahan.
Utica & Mohawk Valley Street Railway Company uses hot water
heaters. Charles K. Stearns.
No. 31. Viewed from the standpoint of maintenance, which is preferable:
the split or solid gears?
Solid gears.
Westinghouse Electric and Manufacturing Company.
BLOCK-SIGNAL SYSTEM
No. 32. Which is more reliable: automatic signals or those manipulated
by hand?
Automatic, properly installed and regularly inspected and main-
tained. Charles K. Stearns.
An automatic signal that sets "danger" when out of order is as
reliable as hand. Otherwise hand signals. J. W. Hicks.
I believe that signals operated by hand are the better kind. We
have never had any experience with automatic signals, but have
operated hand signals for several years and they have proven very
satisfactory. I would prefer them to automatic signals, as the
motorman is compelled to stop in order to operate the hand signal
and depends solely upon himself for the proper operation of the
same, and not upon the car, trolley or other mechanical device
which miy get out of order as is the case with automatic signals.
Frank J. Gerdon.
No. 33. Is there a satisfactory automatic block-signal system used that will
take care of any number of cars passing through the same block?
A signal manufactured by Eureka Automatic Electric Signal
Company, Lansford, Pa., claims to do so. It might be well to
have a representative of that company answer the question.
W. H. Pouch.
Almost every record of "patents issued" which appears in the
Street Railway Journal contains one or more patents of block
signals for electric railways. Hundreds of patents have been issued,
and it is safe to say, from a standpoint of practical and economical
railroading, 90 per cent of them are absolutely worthless. Almost
without exception, electric railway signal companies have failed to
receive sufficient encouragement to warrant any extensive or per-
manent organization. They come and go and are soon forgotten,
simply because their signals fail to cover the absolutely essential
requirements. A reliable counting device which protects a plu-
rality of cars passing through a block together has been the worst
stumbling block so far ; another, is the circuit-maker or device for
operating the controller when the cars enter or leave the block.
These two. which are important features of "Eureka Signals" are
proving highly satisfactory in service, and this is due entirely to a
total lack of complications in either mechanical or electrical con-
struction.
The circuit-maker has no mechanically operating parts, and the
counting device in the controller is a ratchet-wheel which operates
forward one notch for each car entering the block, and backward
one notch for each car which leaves the block. The targets are
conveniently placed so that the motorman always gets his signal
in front of his car. Intermediate targets are also placed in each
block. These intermediate targets are in series with the target
which allows the car to enter the block. If, for any reason, a car
enters the block against cars already in the block, the intermedi-
ate targets are set to danger, warning the motorman, even though
he is half way through the block.
Points to be emphasized: Positive in operation. Reliable in all
kinds of weather. Regular cars need signals only; extra cars
can be sent out and called in without notice to other cars on line.
Targets indicate direction cars are moving. Any number of cars
can follow each other through a block. First car in sets "control
target" at near end of block and "danger target" at distance end of
block. Last car out sets the signals to "clear."
A great deal of time has been spent developing and improving
"Eureka Signals," and to-day an installation can be furnished which
412 STREET RAILWAY JOURNAL.
covers all requirements and is at the same time comparatively
inexpensive.
Eureka Automatic Electric Signal Company.
No. 34. Are telephonic train orders satisfactory?
We have used the telephone for ten years, and never have we
had a case of misunderstanding the orders. In connection with a
dupliograph would consider it perfectly reliahle.
W. H Pouch.
Yes. If triplicate records in the telephone booths are regularly
kept and inspected by the dispatcher every day.
Charles K. Stearns.
They are to us. J. W. Hicks.
In my opinion telephone train orders would not prove entirely
satisfactory. It seeems to me there would be great possibility for
a misunderstanding of 01 ders, especially during cold or stormy
weather. In the event of trouble it would also be very difficult
to get at the facts of the case, as there would simply be one man's
word against another's Frank J. Gerdon.
OPERATION.
ACCIDENT DEPARTMENT
No. 35. Where and when should derailing switches be used, excluding
steam railroad crossings?
I lerailing switches, besides being used at steam railway crossings
at grade, should be used where practicable on any grade above 8
per cent where there is danger, should a car become unmanageable
on the grade, of this car plunging down an embankment, colliding
with a car on another line or running into buildings on the street.
Care should be taken, however, that the derailing switch should be
so constructed that the car, instead of being simply diverted from
the main rail, should be carried up a sufficient grade in the oppo-
site direction to check its momentum. J. N. Shannahan.
All railway crossings at grade should be protected by (lerailing
switches; also such other points as local conditions may require.
Frank J. Gerdon.
In most cases, steam railroad crossings should be protected by
derailing switches placed yc, ft. from the first rail of steam railroad
track. T. E. Mitten.
No. 36. Give experience with accidents with derailing switches.
We have had no accidents at derailing switches, but at one time
we had a narrow escape. At that time there was installed on the
I lagaman Line at the foot of an 8 per cent grade a derailing switch
which was closed by the conductor when the car was descending
the grade. During a sleet storm the rail was in a very had condi-
tion, and the crew of the car ascending the grade, being aware of
this fact, closed the derail and left it closed. The car descending
the grade became unmanageable, due to some trouble with the
brakes, and passed over the derail at a high rate of speed. If this
derail had been open the car undoubtedly would have gone into one
of the line poles and caused a serious accident. This derail at that
time was not furnished with a track running up a grade in the
reverse direction in order to stop the momentum of any car which
would become unmanageable on the grade.
J. N. Shannahan.
Muring the year ending June 30, TQ04. we had forty-nine cases of
cars leaving the track at the derailer. Of these forty-nine cases
forty-four have resulted from the neglect of the employee to hold
the derailer handle fixmh until the car had passed the switch,
three have been the result of the motorman forgetting the location
of the same, and two the result of the conductor dropping the handle
tu avoid a possible collision with a steam train. The number of
claims for personal injury caused by cars leaving the track at the
derailing switch has been very small ; in fact, there have been only
two cases of personal injury from this cause during the period
above mentioned. There has. however, been considerable damage
done tu the property of others, such as broken pavement or curb-
stone, a broken crossing gate or collision with vehicles from the
sudden and unexpected derailment of the car. There is one objec-
tion, however, to the derailer that is of considerable moment, and
that is the accident happening from passengers getting off the car
as the same is about to start, during the absence of the conductor
at the handle. On a closed vestibuled car it is physically impossible
fur the motorman to see whether the rear platform and steps are
clear without getting off his car, and this is more especially true
when the aisle is crowded or the front vestibule curtained at night.
We have had several instances of passengers having been in the
act of Stepping from the rear platform to the lower step in alighting,
entirely out of the line of vision of the motorman on the front end
of the car or the conductor at the derailer handle, when the car
started, and they were ihrown to the ground. As far as the pur-
pose for which the derailer was invented is concerned, it practi-
cally eliminates the possibility of a collision between an electric
car and a steam train. R. B. Hamilton.
Very few accidents occur at derailing switches other than derail-
ment of car. T- E. Mitten.
[Vol. XXIV. No. 12.
No. 37. Have you used the premium system with your employees for
avoiding accidents; if so, what percentage have the accidents been reduced?
We have used the premium system with our employees; a slight
decrease in accidents resulted. T. E. Mitten.
No. 38. Has not the practice of giving premiums to conductors and motor-
men for avoiding accidents made them careless in reporting slight accidents?
Under the system of giving premiums, trainmen are inclined to
be careless in reporting accidents. T. E. Mitten.
No. 39. What is the best method of training employees to avoid accidents.'
The best method of training employees to avoid accident is to
take up each accident immediately after it has occurred and fix the
responsibility definitely after careful investigation. Meetings of
the men should be held and these things should be discussed, so
that all will be fully conversant with the rules of operation and
what is expected of a man who is in responsible charge of a car.
Too much care cannot be used in the selection of employees and in
their training and examination in the operating rules.
J. N. Shannahan.
The best method of training employees to avoid accidents is care-
ful supervision and the administering of punishment for the slight-
est infraction of the rules. T. E. Mitten.
CAR HOUSES
No. 40.. What is the best design for a car house?
Pits all over and twice as large as service calls for.
Anonymous.
Fireproof construction, concrete and steel, subdivided so as not
to include more than 5000 sq. ft. of floor space.
John J. Stanley.
EMPLOYEES
No. 41. What has been the benefit, if any, of forming an association among
employees?
The principal benefit in forming an association among the em-
ployees is that the officials and the men can come to know one an-
other in a friendly and social way, and are thus enabled to take up
a great many subjects in an informal way which are a benefit to all
concerned. The employees who are banded together to advance
the interests of the corporation for which they are working and to
mutually protect themselves against sickness and accident take
more interest in the welfare of the road than if they were simply
working as individuals. J. N. Shannahan.
A good thing here. J. W. Hicks.
(1) To assist members of an association in times of sickness and
death in such a way that the afflicted will realize it is not charity,
but a duty, that the association has to perform. (2) To promote
good fellowship among the employees. (3) To throw in the way
of members of the association a few periodicals that will show to
them that there is a future ahead of them if they will but be ambi-
tious and work. C. Loomis Allen.
An .association among employees tends to create a feeling of good
fellowship and of loyalty to the company. T. E. Mitten.
No. 42. (a) Can associations of employees be made sufficiently attractive to
take the place of union organizations? (b) Can a successful benefit fund be
established by contributions from employees alone without assistance from the
company? (c) If so, would not such a fund be more appreciated by the men
than one on which they had received assistance? (d) Would not a written
examination at the end of each year of all conductors and motormen cm-
ployed during the year, somewhat in the nature of the competitive civil service
examination, be the best method of determining seniority?
(a) An employees' association can be made more attractive than
a trade union organization, for the reason that the policy of the
association is dictated by men whom they know and are in daily
touch with, rather than by outside influence which is foreign anil
unknown to them. (b and c) A successful benefit fund could
doubtless lie formed by contributions from the employees, but we
believe in the company contributing, for the reason that the em-
ployees in this case realize that the company is as much interested
in the success of the association as they are. (d) I do not think
that seniority should be determined by the results of competitive
civil examination, for the reason that long and faithful service,
granting a man is competent, should be recognized in railroading
as well as in any other profession. T. N. Shannahan.
Associations of employeees. we think, can be made sufficiently
attractive to take the place of union organizations.
T. E. Mitten.
(a) Not in a city so strongly union as Rochester. fb) We
are doing it. (c) Doubtful, (d) The best motormen in many
cases are unable to read or write. J. W. Hicks.
No. 43. What is the best method of disciplining employees?
The Brown system, with such modifications as are necessitated
by local conditions. J. H. Shannahan.
We believe in reprimands, and. in continued disobedience, dis-
missal. J. W. Hicks.
Beg to advise that the best method' for disciplining employees
September 17, 1904.J
STREET RAILWAY JOURNAL.
4i J
is to have all work done systematically. Where there is no system
there can be no discipline. Peter M. Kling.
We have tried disciplining by letter, but find this method not so
satisfactory as disciplining by the superintendent at his office, where
men are called up on charges. T. E. Mitten.
No. 44. Give experience of the merit system in connection with discipline
of employees.
Our experience with the merit system in connection with the
discipline of employees has been very satisfactory.
J. N. Shannahan.
No. 45. Does the merit system entail extra office expense, and to what
extent has it helped discipline?
I he merit system does not entail any extra office expense.
J. N. Shannahan.
No. 46. Do all roads subject their intending employees to a physical ex-
amination?
All roads should subject their intending employees to a phy-
sical examination for the reason that the office which employs a
man is not sure that he is physically able to perform his duties
until a competent surgeon has certified to that effect.
J. N. Shannahan.
We subject all intending employees to a physical examination.
T. E. Mitten.
We do. J. W. Hicks.
No. 47. What benefit or check has resulted in the securing of bonds from
employees?
Many men fear bond companies attaching their homes.
J. W. Hicks.
No. 48. Should conductors furnish bonds, and if so, who should pay the
premium ?
The better system is compelling , a moderate sized deposit — $20
"r less. J. W. Hicks.
Only such conductors as have a large belt are required to furnish
bonds, the premium being paid by the company.
T. E. Mitten.
FARES ON INTERURBAN RAILWAYS
No. 49. What is the best method of collecting and accounting interurban
fares?
All fares collected on interurban cars, and also those collected
upon city cars, should be along those lines which afford expediency
to the conductor and at the same time provide a separate accounting
for each fare collected, thereby enabling the conductor to make
settlement with the company upon the basis of fares collected and
recorded. This can only be done by a register system that registers
and indicates, separately, a multiplicity of fares.
John F. Ohmer.
We insist upon passengers buying tickets at agencies.
J. W. Hicks.
With this company the plan of ticketing one way or round trip
and collection of cash fare for one way trip to passenger's destin-
ation has been found quite satisfactory. All tickets are recorded
on fare registers. Conductor's trip sheets show denomination of
tickets collected, and these are compiled by auditor on daily report,
showing separately all denominations of tickets and cash fares
collected, together with total revenue from each conductor.
T. E. Mitten.
No. 50. Are there any data available to show the percentage of tickets used
to tickets sold, and what is a fair per cent of shrinkage?
No data available. There being no inducement to purchase-
tickets in Buffalo, the number used is very small and for con-
venience of carrying only. Difference on some interurban lines of
this company varies from 5 to 10 per cent, but tickets being valid
indefinitely, this doesn't prove that they will not be presented at
some future time. X. E. Mitten
PARKS AND PLEASURE RESORTS
No. 51. Is it better to operate all attractions at parks or to induce out-
siders to put them in cm a percentage basis? Are any pleasure parks self-
sustaining or can they be made so?
Pleasure parks adjacent to cities where attendance is good, num-
bering from 5000 people up daily, are more likely to support attrac-
tions operated by outside parties on a percentage than parks with
smaller attendance. These attractions, being operated by experi-
enced persons in that line of business, are more likely to be main-
tained economically than if managed by the railway company, as
the latter would have to pay high salaries to experienced attendants.
The average pleasure park with a daily attendance of 5000 or over
should be easily made self-sustaining. T. E. Mitten.
No. 52. What is the most effective method of advertising, for (he least
expense?
Exchange transportation for news matter in papers.
J. W. Hicks.
I lie most effective method of advertising is the most expensiv e.
<is the quality of advertising is usually measured by the cost. News-'
paper advertising by insertion of display ads of one-quarter to one-
eighth page and accompanied by reading notices in the same publi-
cation are usually of the greatest benefit. Billboard advertising
with large spaces liberally distributed is also of much benefit, and
advertising in car windows where practicable is another good
means of reaching the public. T. E. Mitten.
REPAIR SHOPS
No. 53. What is the proper test to give equipment before leaving the shop
for service?
Assuming the fields and armatures to have been properly tested
before equipment is mounted, a test should be made to ascertain
if motors have been properly connected, and car given a trial run,
to test brakes, etc. When the facilities are at hand it is desirable
to take temperature of motors and readings of voltage and current
consumption during the experimental trips.
J. N. Shannahan.
High voltage, then regular running test.
John J. Stanley.
Straight air brake equipment may be tested before leaving the
shop in the following manner: When all the piping has been fully
completed, pump up the maximum pressure in the reservoir, leav-
ing the operating valve handles at the release position. The cocks
in the reservoir pipe at the operating valves and governor should
then be closed and the pipe disconnected at these points. The
reservoir pipe should then be thoroughly blown out by opening these
cocks, the piping having been previously sprung to one side to give
free exit to the air. It is well to exhaust a full tank of air through
each one of these cocks. These joints should then be reconnected
and the above cocks opened, while the pipe leading to the brake
cylinder should be disconnected at the union placed near the cyl-
inder. With both operating valve handles in release position,
full pressure should be pumped up in the reservoir and discharged
through the disconnected union by applying the brake in full emer-
gency at both operating valves simultaneously. If only one valve
were open at a time foreign matter might readily blow past the ori-
fice of the branch leading to the brake cylinder and consequently
not be discharged from the pipe. Having blown out the piping
in this manner, full pressure should be pumped up throughout the
system and every joint tested by painting it with soapsuds. When
all leaks have been stopped, the piping should be securely clamped
to the car to avoid vibration. In testing the brake equipment on
trains by means of air plants or with a motor car. the following
method is recommended: After the hose couplings are all united
and the angle cocks have all been opened the air should be turned
into the train pipe. WAnen ample time has elapsed to insure a
sufficient train pipe pressure the train should be examined and all
leaks stopped. After this the brakes should be applied, piston travel
adjusted where necessary, and any defective brakes repaired or
carded according to the rules of the road. In making car and shop
tests of automatic brakes if is advisable whenever possible to have
a motorman's brake valve with which to apply and release the
brakes. Tn every case the levers and pins which go to make up
the foundation brake rigging should be carefully inspected. Piston
travel should invariably be adjusted before the car leaves the cat-
house. Jos. R. Ellicott.
No. 54. What is the best method of keeping shop record of cost of main-
tenance: bodies, trucks and motor?
Individual record of bodies, trucks and motors
J. N. Shannahan.
Card index. John J. Stanley.
No. 55. Considerable trouble has been experienced with broken car axles
from crystallization, especially during cold weather. The axles break either
at the end of the key way or at the shoulder next to the journal bearing.
We would like to know the cause; also, if salt water getting in to a small
check will cause it to spread or deepen? From the appearances of some of
the breaks, those are the indications. Also would like to know which grade
of steel is considered best for car axles?
No. 56. Which is productive of the best results — pit work or overhauling
from above?
Overhauling from above. J. N. Shannahan.
Use pit work only. John J. Stanley.
1 have found that overhauling from above gives better results.
Defects in trucks, body and motors are more readily discerned.
C. Looms Allen.
No. 57. Is it best to overhaul equipment by mileage?
Unquestionably. J. N. Shannahan.
No. John J. Stanley.
SNOW REMOVAL
No. 58. What amount of snow ran the city authorities demand removed?
They can demand all removed, but how much they get is
another question J. W. HlCKS.
Depends 011 the ordinance and franchise.
T. E M ITT P.N
414
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
No. 59. What is the best form of organization of snow fighting forces?
You cannot rely upon organization where snowstorms come up
quickly. Then it is a case of up and at it with the first men you
can find. J. W. Hicks.
Switch cleaners and shovelers in large systems come under Way
and Structures Departmert ; snow plows under Operating Depart-
ment. Switch cleaning work should be divided in sections, each
in charge of a foreman who will require no orders for getting out
other than the condition of weather. T. E. Mitten.
TRAFFIC DEVELOPMENT
No. 60. Has it proven beneficial in moderate sized cities to largely in-
crease the number of cars during rush hours over the ordinary times of
day?
No ; unless it rains or storms. J. W. Hicks.
No. 61. What has been found to be the best method of advertising to
develop traffic?
This question in answered in No. 52. T. E. Mitten.
No. 62. What has been the experience with the use of trailers as regards
accidents, and have they proven more satisfactory than the use of larger cars
with no trailers?
We are 'compelled to put three men on a train — two on a large
car. J. W. Hicks.
The use of trailer cars on surface roads inside of cities will cer-
tainly increase accidents. I have seen this demonstrated on both
cable and electric roads. Peter M. Kling.
Trailers, in our opinion, have decreased the number of acci-
dents. They have proven more satisfactory than the use of large
cars with no trailers. T. E. Mitten.
No. 63. Does not the use of trailers increase the number of derailments?
Not if heavy truck is used under trailers.
J. W. Hicks.
Trailers certainly add to the increase of derailments.
Peter M. Kling.
We cannot see that the use of trailers has in any way increased
the number of derailments. T. E. Mitten.
No: 64. Should the extra list be a revolving one (i. e., after an extra has
had work, should he go to the bottom of the list and work up again)?
The extra list should be a revolving one on all roads which
carry more than fifteen extra men on each end; otherwise the ex-
tra men at the bottom of the list get so little work that it will be
very difficult to induce a competent man to stay in the employ of
the company. J. N. Shannahan.
The extra list should be a revolving one. After an extra has
had work he should go to the bottom of the list and work up
again. T. E. Mitten.
WHEELS— CHILLED IRON, STEEL-TIRED, FUSED WHEELS
AND SOLID
No. 65. Would not the trouble, which was experienced by many roads
during the past winter, of motors dragging on the ice, be eliminated by the
use of 36-in. wheels?
T think so. It seems to me that with the large motor equipments
now being used it will become necessary to increase the diameter
of wheel to get proper clearance at bottom of motor. We experi-
enced considerable trouble during the past winter with snow and
ice, and also some trouble with pavement in city streets heaving
badly, allowing motors to drag. This trouble could be largely elim-
inated by the use of a 36-inch wheel. J. N. Shannahan.
I am personally much opposed to 36-inch wheels. I believe to-
day that strong efforts should be made to induce the manufactur-
ers of motors to make a motor that will operate on a 30-inch diam-
eter wheel. This would be a great convenience to the public, and
would help the railroad to reduce accidents, and would facilitate
passengers in getting in and out of cars. Peter M. Kling. '
Certainly. But that means a double step.
J. W. Hicks.
No. 66. What are the relative merits of steel and cast-iron wheels?
The steel tired wheels, with flanges and treads now in use, are
probably safer, but the cast iron wheels are cheaper.
J. N. Shannahan.
No. 67. (a) How does the life of cast-iron wheels compare with steel-tired,
fused and solid-steel wheels? (b) Is not the cost of maintenance per mile in
favor of the cast-iron wheel?
(a) Very favorably. (h) We have not had the steel-tired
wheels in use long enough to give the exact figures, but the indi-
cations are that the cost per mile will be in favor of the cast iron
whee]- ' J. N. Shannahan.
No. 18. Is not a 550-lb. double-plate cast-iron wheel as safe to run under
our modern interurban cars as the steel-tired wheels now being used?
Do not think so, unless the special work will permit of the use
Of an M. C. B. wheel-tread and flange.
J. N. Shannahan.
No. 69. What is the principal cause of wheels being flattened on air-brake
interurban cars?
Untrained motormen. J. N. Shannahan.
Applying brakes with ieaves or grass on track causing skidding.
J. W. Hicks.
The cause of wheels being flattened on air brake interurban cars
is undoubtedly due to the fact that the brakes are not released soon
enough to prevent locking of the wheels, as wheels cannot be flat-
tened unless they slide. F. W. Sargent.
We believe that the principal cause of flat wheels on air brake
cars in interurban service is a braking pressure that is too great
for the average condition of the rail surface. It is a well recog-
nized fact that cars equipped with four motors can be braked up to
considerably over 100 per cent of the light weight of the car, includ-
ing trucks and motors, provided the rails are in good condition
and sand is freely used; when, however, the rails are in a slippery
condition a much lower pressure is sufficient to cause skidding of
the wheels. The proper pressure to use depending so largely on
the condition of the rail resolves the whole matter to the question
of good judgment on the part of the motorman. Many wheels are
damaged by improper use of the air pressure by the motorman.
For example, it is a common thing in making a stop to let about
5 pounds of air into the cylinder, increasing it at frequent intervals
by 5 pounds additional at each interval until when the car comes to
a standstill there is a large pressure in the cylinder. This is exactly
the wrong way in which to use the brake pressure. As the speed
decreases, the cylinder pressure necessary to obtain a suitable brak-
ing power becomes less. Jos. R. Ellicott.
Ease and speed of application of brakes, speed and weight of cars.
A. S. Kibbe.
The principal cause, in my opinion, is a too vigorous application
of the air by inexperienced or careless motormen.
Frank J. Gerdon.
No. 70. What are the causes, all of them, of flat wheels?
Sliding, worn through chill, shelled out spots, and from mechani-
cal causes, such as bolt or rut getting in gears, etc.
J. N. Shannahan.
Some of the causes of flat wheels are: Defects in casting;
tread shelling out in spots ; binding of brake rigging on curves,
which often cause the idle or trailer wheels to slide; brake rigging
of improper design, which brings too much force to bear on the
brakes ; a brake rigging without equalizing levers, in which case
the pressure is unequally divided owing to certain wheels wearing
faster than others. Jos. R. Ellicott.
This question is answered by the word "sliding," which is the
sole cause of flat wheels. The cause of sliding has a multitude of
answers, but the principal one is answered in the same manner as
question 69. The chilled wheel m'ay not be flattened by sliding, but
it may be burned by being highly heated by the brakes being ap-
plied just inside the point of sliding, so that the thread is burned
and begins to shell out, and then this shelling out soon develops
a flat spot and condemns the wheel. It may be that there is a
slight slide due to the brakes not being released quickly enough,
which does not make the wheel flat enough to pound, but yet has
burned it clear through the chill. Subsequent grinding may remove
the flat spot, but it will not restore the original texture of the
chilled metal, and the soft spot remains to be flattened again at
the first opportunity, or to be pounded out and form a shelled out
spot, which in time gives the flat spot. The remedy for flat wheels
is not to slide them, for a rolling wheel will not get flat unless highly
heated to the danger point.
The use of the very soft and high-holding brake-shoe or a
brake-shoe which clings tr the wheel when highly heated may be
the cause of wheel sliding, inasmuch as such a shoe may not re-
lease as quickly as a harder shoe. Slow speeds and slow pressures
do not require the excessive braking effort for the train control
that high speeds and heavy loads necessitate, and the condition
does not exist with low speeds and loads, therefore, for the highest
brake-shoe friction with the modern braking facilities. It has been
demonstrated at high speeds and heavy pressures where the rate
of heat generation by the - brake-shoe is very rapid and extreme,
that the harder and more durable brake-shoe stops the car as readily
as the softer and less durable shoe, and the harder shoe is, for
such traffic, to be preferred, because of the danger from wheels slid-
ing. F. W. Sargent.
The principal cause is due to the brakes being applied too vigor-
ously so as to lock or skid the wheels, then sanding the rail and
allowing the wheels to slide over the rail that has been sanded.
I know of no other way by which the wheel could be flattened ex-
cept by sliding the same. Frank J. Gerdon.
No. 71. What weight and model of chilled car wheels, 33 ins. in diameter,
are proper and safe for an 8-ton single-truck electric car for city service, and
the probable life of the same?
Four hundred and twenty pound spoke wheel. Life of wheel will
depend largely on the condition of track; probably from 35,000 to
30,000 miles. J. N. Shannahan,
September 17, 1904/j
STREET RAILWAY JOURNAL.
4t$
NOTES ON THE EXHIBITS AND EXHIBITORS
I he Eureka Automatic Signal Company, of Lansford, Pa., had
an elaborate exhibit at the convention. This company's signal
system was set up to illustrate a complete block. Current was
supplied by the Utica Electric Light & Power Company. All
phases of the system were shown in actual operation, and dele-
gates to the convention examined carefully its manipulation and
operation by those in charge of the exhibit. To further demon-
strate its operation under actual service conditions a complete
block of the Eureka Automatic Signals were installed between
Walker Station and Oriskany. A delegation of railroad men
was taken over the line and shown the actual working of the
system. The company was represented by John Early, Jr., Walter
Drumheller and Edward Hammett, Jr.
The J. G. Brill Company, of Philadelphia, was represented by
Geo. M. Haskell.
The Security Register Company, of St. Louis, exhibited types
of its fare-recording register. An interesting feature of this ex-
hibit was a register taken apart so that each part could be examined
by itself, showing its mechanical strength, shape and workmanship.
The company was represented by its president, Giles S. Allison;
R. C. Hallett and Daniel J. Fitch.
The Shanahan Trolley Specialty Company, of Little Falls, N.
Y., had an exhibit of its controller in actual operation on the
veranda of the clubhouse in which the convention was held. The
company was represented by E. S. Van Valkenberg, B. F. Shan-
ahan and R. J. Snyder.
Elmer P. Morris, of New York, was represented by E. D. Hin-
man.
The American Brake-Shoe & Foundry Company, of New York,
was represented by H. S. Bradfield.
The Utica Fire Alarm & Telephone Company was represented in
the person of A. F. Balfeild.
C. W. Garhart took care of the interests of the Crocker- Wheeler
Company, of Ampere, N. J., at the convention.
The Carnegie Steel Company, of Pittsburg, was represented at
the convention by Frederick C. Brunke.
W. N. Mathews was himself present to represent W. N. Mathews
& Bros., of St. Louis, Mo.
The Western Electric Company's interests were ably and hospit-
ably taken care of by R. M. Campbell, the manager of the railway
department in New York, and F. D. Killson.
Geo. F. Brandau, of Utica, N. Y., had a car equipped with his
emergency brake, which was shown to many of the delegates to
the convention.
Daniel M. Brady and C. P. King attended the convention in the
interests of the Brady Brass Company, of New York.
The Jewett Car Company, of Newark, Ohio, was represented by
A. H. Sisson.
The National Brake Company, of Buffalo, N. Y., had as repre-
sentatives W. D. Brewster and E. B. Stone.
The Electric Storage Company, of Philadelphia, Pa., was repre-
sented by Albert Taylor.
The Taylor Electric Truck Company, of Troy, N. Y., was present
in the person of its president, John Taylor.
The H. W. Johns-Manville Company, of New York, was repre-
sented by F. R. Austin.
The Owego Bridge Company, of Owego, N. Y., was represented
by M. W. Denman.
The Continuous Rail Joint Company had a neat and well-ar-
ranged exhibit of its various types of rail joints. The company
was represented by B. M. Barr, W. A. Chapman and W. J.
Bradley.
The American Electrical Works, of Phillipsdale, R. I., was rep-
resented by its New York sales agent, W. J. Watson.
The Pittsburg Reduction Company, of Pittsburg. Pa., was rep-
resented by B. M. Polley and Wm. Hooper.
The Ham Sand Box Company, of Troy, N. Y., was represented
by A. W. Ham, its president.
Mayer & Englund Company, of Philadelphia, Pa., was represented
by John McSorley.
R. C. Norton represented Roberts & Norton, of Utica, N. Y.
The Solvay Process Company, of Syracuse, N. Y., was repre-
sented by H. W. Sykes and W. E. Hopton.
The Archbold-Brady Company, of Syracuse, N. Y., was present
in the person of Wm. K. Archbold.
The Stromberg-Carlson Telephone Company, of Rochester, N.
Y., was represented by Eugene L. Brown
The Oh mer Fare Register Company, of Dayton, Ohio, was rep-
resented by J. H. Stedman, of Rochester, N. Y., and C. W. Kette-
man, of Dayton, Ohio.
The Crouse-Hinds Company, of Syracuse, N. Y., had a very
complete exhibit of the various specialties manufactured by this
company for street railway service. The company was represented
by A. F. Hills, Frank Buchannan and its president, H. B. Crouse.
The Westinghouse Traction Brake Company was represented
by J. R. Ellicott, G. E. Baker and F. V. Green.
The interests of the Peckham Manufacturing Company were well
attended to by Wm. Wampler and J. M. Hoadley.
The Safety Insulated Wire Company was represented by A. P.
Eckert.
The National Electric Company, of Milwaukee, Wis., exhibited
its Christensen air brake and some fine photographs of its motors,
generators and air compressors. J. T. Cunningham, H. N. Ran-
som and Robert Long were present in the interest of the company.
The Railway Steel Spring Company, of New York, had an inter-
esting exhibit of four full-size steel-tired wheels pressed on the
axle and ready for service. The company was represented by
Alexander S. Hurd and Frederick C. McLewee.
The Bossert Electric Construction Company was represented
by F. B. Chapman.
The American Automatic Switch Company was represented by
H. N. Powers.
The Garton-Daniels Company, of Keokuk, la., had on exhibition
various types of its lightning arresters.
The Consolidated Car Heating Company, of Albany, N. Y., had
one of the largest and most complete exhibits at the convention.
All types of electric heaters manufactured by this company were
on exhibition and carefully examined by most of the delegates
present. The company was represented by C. S. Hawley and S.
B. Keys.
The Columbia Machine Works & Malleable Iron Company, of
Brooklyn, N. Y., was represented by its popular vice-president,
W. R. Kerschner, of Allentown, Pa. Mr. Kerschner also looked
after his many other interests in the street railway field.
The Downward Light Electric Company, of New York, was
represented by George S. Jenkins.
C. F. Davey was present to show his new trolley retriever.
The O. J. Childs Company, of Utica, N. Y., was represented
by Jos. H. Corbett.
The Barbour-Stockwell Company, of Cambridgeport, Mass., was
well represented by Wm. W. Field.
The Federal Manufacturing Company, of Elyria, Ohio, was rep-
resented by C. B. Tewkesbury.
The O. M. Edwards Company, of Syracuse, N. Y., had an ex-
hibit of its window fixtures and vestibule trap-doors. O. M.
Edwards and J. E. Simons were in attendance.
A. E. Cortis & Company (Inc.), New York, was represented
by W. J. Howey.
The Chase-Shawmut Company, of Newburyport, Mass., was
represented at the convention by F. D. Masterson.
The Hildreth Varnish Company was represented by Charles
C. Castle and F. T. Savage.
E. J. Lawless, of the John Stephenson Company, of Elizabeth,
N, J., liberally entertained the many customers and friends of
this company present at the convention.
The Stearn-Ado Company, of Cleveland, Ohio, was represented
by M. Rohrheimer.
The Lorain Steel Company's interests were well taken care of
by Major PI. C. Evans, of New York.
The Scranton Bolt & Nut Company, of Scranton, Pa., wa^
represented by F. B. Butler.
D. W. Phelan, the well-known New York pole and tie dealer,
ably took care of his friends and customers at the convention. He
was also represented by H. H. Mills.
The McGuire-Cummings Manufacturing Company, of Chicago,
was represented by B. F. Stewart.
The New York Leather Belting Company had an exhibit of its
leather belting and leather register and bell cords. The company
was represented by F. F. Despard and N. H. Glatt.
The Home Rubber Company, of Trenton, N. J., was represented
by J. C. Berranz.
The Sterling-Meaker Company, of Newark, N. J., was repre-
sented by its president, J. A. Stowe, C. E. Gierding and George
E. Willis. An extensive and complete line of the products man-
ufactured by this company was on exhibition, viz. : The Sterling
brake, the momentum brake, safety fender, five types of registers,
register fittings, etc.
The Franklin Railway Supply Company, of Franklin, Pa., was
represented by K. S. Hequembourg.
The Erie Trolley Wheel Company, of Erie, Pa., was repre-
sented by A. B. Halleck.
C. S. Knowles Company, of Boston, Mass., was represented
by C. H. Clark.
The Sherwin-Williams Company, of Cleveland, Ohio, was rep-
resented by F. A. Elmquist.
The Heywood Brothers & Wakefield Company was represented
at the convention by its popular New York railway department
manager, Bertram Berry.
416
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. i±.
Charles I. Earll, of New York, exhibited his trolley retriever
in actual operation. The railway public seemed very much in-
terested in its absolute reliability and manifested its interest in
watching its operation.
The Ohio Brass Company had an extensive exhibit of its over-
head materials, rail bonds and various other products manufac-
tured by this company. N. M. Garland, New York sales agent,
and F. H. Jameson were present at the convention.
The National Car Wheel Company was represented by its New
York sales agent, E. H. Chapin.
The Frank Ridlon Company, of Boston, Mass., was represented
by Charles N. Wood and Robert Mathias.
LTie Gold Car Heating & Lighting Company, of New York, was
represented by A. E. Robbins.
The R. D. Nuttall Company, of Pittsburg, was represented by-
its well-known president, F. A. Eslep.
The Pantasote Company, of New York, was represented by
John M. High.
Tiie Dayton Manufacturing Company, Dayton, Ohio, was repre-
sented by Joseph Leidenger.
The George S. Hastings Company, of Cleveland, Ohio, was
represented by George S. Hastings.
The Curtain Supply Company, of Chicago, had an exhibit of its
curtain fixtures. The company was well represented by L. W.
Whipple.
The Wheel Truing Brake-Shoe Company had an exhibit of
its brake-shoes. J. M. Griffin was present.
The Yale & Towne Manufacturing Company, New York, was
represented by William Hazelton.
The Duff Manufacturing Company, of Allegheny, Pa., had
an exhibit of the "Jack that Duff built " It was represented by
George A. Edgins and Charles A. Foster.
The Consumers' Rubber Company, of Cleveland, Ohio, was rep-
resented by F. W. Hitchings.
The Recording Fare Register Company had a complete exhibit
of its fare registers and accessory trolley supplies. The com-
pany was represented by M. De Forest Yates, president, and
Frank B. Kennedy, secretary.
The Ludlow Supply Company, of Cleveland, Ohio, was repre-
sented by W. E. Ludlow, president, and J. R. Grant. A com-
plete motor-driven track drill was shown in actual operation.
The Nichols-Lintern Company, of Cleveland, Ohio, was repre-
sented by William Lintern, president of the company.
The Van Dorn & Dutton, and the Van Dorn-EIliott Electric
Company, of Cleveland, Ohio, had a complete exhibit of its gears
and pionions, armature and field coils and commutators. The
representative present was J. N. Elliott.
The American Iron & Steel Manufacturing Company, of
Lebanon, Pa., had a complete exhibit of its products. It was
represented by Thomas S. Brenholtz.
The Lehigh Car Wheel & Axle Works, Catasauqua, Pa., was
represented by B. F. Swartz.
The Atlas Railway Supply Company, of Chicago. 111., had an
exhibit of its rail joint. It was represented by C. D. Porterfield.
The Pennsylvania Steel Company, of Steelton, Pa., was repre-
sented by William M. Henderson and John C. Jay, Jr.
The Hale & Kilburn Manufacturing Company, Philadelphia, had
an exhibit of its car seats. It was represented by S. A. Walker.
The Anti-Friction Handle Company, of Amsterdam, N. Y., was
represented by A. O. Lindsay.
The General Electric Company had on exhibition its new a. c.
motor, referred to elsewhere, and which attracted wide attention.
Among those present in the interest of the company were: H G
Grier, H. H. C rowell. G. deB. Green, W. Gibson Carey, f. S.
Pevear, J. C. Calisch, J. J. Mahoney, C. E. Eveleth, H. D." Hawks
and E. R. Scott.
S. C. Schenck, L. W. Hershey, Frank B. Erwin, W. E. Parker
and George W. Pulver were present in the interests of the West-
inghouse Electric & Manufacturing Company, of Pitsburg. The
Westinghouse Traction Brake Company was also represented sepa-
rately, as mentioned above.
The Galena Signal Oil Companv, of Franklin, Pa., was repre-
sented by A. F. Miller and W. H. Pape.
Frank W. Edmunds represented the interests of the Dressel Rail-
way Lamp Works, of New York.
The Lumen Bearing Company, of Buffalo. N. Y., was present in
the person of E. P. Sharp.
The New York Car Wheel Company, of Buffalo, N. Y.. was rep-
resented by C. L. Jackson.
The Standard Underground Cable Company, of Pittsburg, was
represented by H. P. Kimball, of the New York office.
The Taylor Iron & Steel Company, of High Bridge, N. J., was
represented by Knox Taylor, whose text was "Steel-Tired Wheels."
Alvin S. King was present for the Sterling Varnish Company, of
Pittsburg.
The interests of the Weber Railway Joint Manufacturing Com-
pany, of New York, were ably cared for by James C. Barr.
♦♦♦
POSSIBLE ENLARGEMENT OF THE AMERICAN RAILWAY
MECHANICAL & ELECTRICAL ASSOCIATION
Secretary Mower, of the American Railway Mechanical &
Electrical Association, has issued a circular notice to members
of the association in regard to the proposed enlargement of the
association. The circular, which is dated Sept. 10, reads as
follows :
During the past year, an effort has been made by the superinten-
dents of the way department to organize an association of their
own on lines similar to ours. As yet, however, no definite action
has been taken by them.
The suggestion has also been made that, in view of the close re-
lation existing between their department and those which we
represent, our association ought to be extended to include that
branch of the service.
This idea has been carefully considered by the executive com-
mittee for several months, and it is our judgment that if the super-
intendents of the way department prefer to combine with us, rather
than to form a separate organization, action should be taken by our
association at this year's convention.
In order, therefore, that the matter may be brought to a vote at
i iur next regular meeting, notice is hereby given, thirty days in
advance, of the following proposed amendments to our constitution
and by-laws, which may be necessary in case the question is decided
in the affirmative.
PRESENT READING
Name — Article I. The name of this association shall be "The American Rail-
way Mechanical and Electrical Association," and its office shall be at the
place where the secretary resides.
POSSIBLE CHANGES
Name — Article I. The name of this association shall be
, and its office shall be at the place where
the secretary resides.
(To be so changed as to include the way department. Suggestions will be
welcomed.)
PRESENT READING
Members — Article III., Section 1.
The heads of mechanical and electrical departments of railway companies
may be elected active members, and shall be entitled to one vote each, and
all privileges of the association.
POSSIBLE CHANGES
'I he heads of mechanical, electrical and way departments of railway com-
panies may be elected active members, and shall be entitled to one vote each,
and all privileges of the association.
PRESENT READING
Members— Article III., Section 3.
Employees of mechanical and electrical departments, not eligible as active
members, may become eligible to junior membership upon the written recom-
mendation of at least one member, and shall be entitled to all privileges
except that of voting.
POSSIBLE CHANGES
Members — Article III., Section 3.
Employees of mechanical, electrical and way departments, not eligible as
active members, may Decome eligible to junior membership upon the written
recommendation of at least one member, and shall be entitled to all privileges
except that of voting.
Article II. of the by-laws may also be changed to provide that a certain
number of the executive committee be way men; also Article VII. regarding
the arrangement for meetings.
♦♦♦
The first electric cars ever built entirely in the city of San Diego
are nearing completion at the car houses of the San Diego Electric-
Railway Company, at the foot of E Street. Three of them will
soon be ready to take their places on the various city lines. Gen-
eral Manager Clayton has had a number of the old cars rebuilt
since he came here, has lengthened a number of the old Fourth
Street electric cars, and remade several of the old cable cars into
the handsome double-enders now in service on some of the lines.
All of the rebuilt cars have double trucks. Mr. Clayton stated re-
cently that the company has all the single-truck cars that it would
ever have use for, meaning that as soon as the traffic warranted it
large double-truck cars will be put into service and the smaller cars
reserved for emergency use. The three new cars will be supplied
with double trucks and double ends, with side seats on the outside
capable of carrying twenty passengers.
September 17, 1904.]
STREET RAILWAY JOURNAL.
417
FINANCIAL INTELLIGENCE
Wall Street, Sept. 14, 1904.
The Money Market
The money market this week reflected to some extent the con-
tinued heavy losses in cash sustained by the local banks, which,
for the two weeks ending last Saturday, amounted to over $15,-
000,000, while the surplus reserve has been reduced by nearly
$19,000,000 within the same period. Naturally, rates for all ma-
turities have hardened perceptibly, especially in the time loan
department, where the asking rates rule full !4 per cent above
those prevailing at the close of a week ago. Sixty-day contracts
which were in abundant supply last week at 2l/i per cent, now
command 2% per cent, while ninety-day funds are in fair demand
at 3 per cent. Over-tbe-year maturities are also in better request
at 3:-2 per cent, but the banks and trust companies are not in-
clined to put out their funds for fixed periods at less than 3^4
per cent. The supply of money at the latter figure is very moder-
ate. Some of the larger lenders refuse to do business at the cur-
rent rates, there being a disposition on their part to hold off for
better returns, which are expected to prevail in the near future.
The opinion is held in certain quarters that the season's ship-
ments of currency to the interior will be larger than those of
last year, despite the statements of large supplies of cash at West-
ern and Southern points. Call money was again in abundant sup-
ply at last week's close. At the opening, transactions were re-
ported at y% per cent, but on Monday the price was advanced to
i]/2 per cent. Only a few small loans were made at that figure,
and subsequently there was a decline to I per cent, which was
the average rate for the week. Commercial paper shows no ap-
preciable change. Specialists report a further falling off in the
supply of prime material, but the demand continues good, and all
offerings are readily taken. Rates are unchanged at 4 per cent as
the minimum for the choicest grades. The sterling exchange
market displays a decidedly easier tendency, prime demand bills
sustaining a further loss of 25 points to $4.8690. The receipts of
cotton bills are considerably larger than a week ago, and indi-
cations point to a more liberal supply in the near future.
The statement of the Associated Banks, published last Satur-
day, showed an increase in loan of $13,243,600 to $1,130,486,200, a
new high record, while deposits increased $4,625,400 to $1,221,700,-
400, also a new high record. The cash item showed a loss of
$7,908,800. while the surplus reserve decreased $9,065,130. The
surplus is now $38,438,250, compared with $15,372,200 in 1903,
$715,075 in 1902, $7,110,550 in 1901, and $20,836,175 in 1900.
The Stock market
Increased activity developed in the securities market this week,
the total transactions on several occasions being the largest for
the year. The dealings, however, were attended by considerable
irregularity, induced by heavy profit-taking sales. At the open-
ing the general tendency of prices was toward a higher level, but
later the market was subjected to heavy selling, directed princi-
pally against St. Paul and Union Pacific. The selling of these
issues by Western houses was the signal for a general profit-
taking movement, but all stock offered found a ready market on
the way down. On Thursday and Friday the market grew de-
cidedly stronger, and on Saturday prices for many issues reached
the previous high records for the year, despite the unfavorable
bank statement, which showed a further decrease in the surplus
reserve of over $9,000,000. At the beginning of the present week
prices broke sharply on the poor showing made by the Govern-
ment crop report, especially as to spring wheat. The selling at
first was directed against the granger stocks, but subsequently
the movement became general and proved to be the severest
check the bull forces have had to contend with in several weeks.
At the close the market was decidedly confused, but in certain
parts attempts to cover stock were clearly discernible.
Notwithstanding the severe reaction in the general list, the local
traction issues showed relative strength. Manhattan Elevated
moved up i-M<, while Metropolitan Street Railway and Third
Avenue rose 2)4, and 1, respectively. Metropolitan Securities
were conspicuously weak, the price sustaining a net loss of 65^
points. There was the usual crop rumors affecting the property,
none of which could be confirmed. Brooklyn Rapid Transit was
firm.
Philadelphia
Dealings in the Philadelphia traction issues were considerably
more active, and prices generally ruled well above the previous
week's final figures. Philadelphia Rapid Transit was the over-
shadowing feature, both as regards activity and strength, the trad-
ing being stimulated by the announcement that the entire holdings
of the William L. Elkins estate, amounting to 35,000 shares, had
been sold to a New York and Philadelphia syndicate. It was also
stated that the stock will soon be listed upon the New York Stock
Exchange, the preliminary steps having already been taken.
Opening 14%, a slight advance over the previous closing,
the price advanced steadily to 18, an extreme gain of 3J4 points,
but subsequently it reacted to 1 7 • v,s on profit-taking sales. In all,
close on to 30,000 shares were dealt in. United Traction continued
the upward movement, about 2000 shares changing hands at from
55^8 tip to 5654 and back to 56^, which was the closing price.
Philadelphia Traction sold at 99I4 to 99^4 for moderate amounts,
and closed the week with sales at 97}i ex-dividend. Fairmount
Park Transportation declined from 17 to 16 on the exchange of a
few hundred shares. Consolidated Traction of New Jersey was
fairly active and steady, upward of 600 shares being transferred
at 72 and 71 -H, a loss of %, Philadelphia Electric was active,
about 20,000 shares changing owners at from up to jY&, from
which it reacted to 7 3-16, a net gain for the week of about ) 6
point.
Chicago
The principal feature of the Chicago market was the extreme
dullness prevailing in the traction stocks. Chicago Union Trac-
tion issues, which were active and strong last week at 8 -md 41
respectively, for the common and preferred, were entirely neg-
lected this week. Chicago City Railway was very quiet, about 300
shares changing owners at 190, an advance of 3J/2 points. West
Chicago moved up from 55T4 to 56^2 on the exchange of 470
shares, an advance of \)A points, and 20,000 of the 5s brought
96;^. South Side Elevated was firm at 92, 125 shares selling at
that figure. Metropolitan Elevated advanced to 23J4, but later it
ran off to 23[4. The preferred sold at 60 in the early dealings,
but subsequently there was a reaction of Yi point. Chicago & Oak
Park Elevated common sold at 6 and 6j 4 , while small lots of the
preferred changed owners at 25 and 23.
Other Traction Securities
Interest in the Boston traction centered largely in Massachu-
setts Electric issues, both of which sustained further substantial
losses. The common opened the week with sales of 185 shares at
13, but later the price ran off \Y\, recovering at the e'lose to 11*4.
The preferred opened at 60, and advanced to 61, but later in the
week there was a decline to 58. with a final rally to 58; •j. It is
said that the earnings of the system for the month of August in-
creased $30,000, as compared with the corresponding month last
year and that the net earnings for the year ending Sept. 30 will
be about 2l/i on the preferred stock as against 2 per cent paid in
dividends. Boston Elevated was quiet, but strong, the price rang-
ing from i52-)4 to 154, and closing at the highest. West End
opened strong at 92^, but toward the close it eased off to 91%.
A small lot of the preferred brought inT<. The feature of the
Baltimore trading was the break of 2's in United Railway incomes
from 46 to 43.' s. with a subsequent rally to 44' s. The 4s were
fairly active and strong, prices ranging from 90 to 90' j. and clos-
ing" at the latter figure. Lexington Street Railway 5s sold at
ioo'4, and Washington City & Suburban 5s brought ioo'_> and tot.
One $1000 Knoxville Traction 5s sold at 103. Interborough Rapid
Transit was one of the prominent features on the New York curb.
Dealings in it were comparatively small, amounting to about 6000
shares for the week, as against 27,000 shares traded in in the
preceding week", and price fluctuations were confined to a rather
narrow range — from 148 at the close, the price ran off to 145, but
subsequently it rallied to 146, at which figure it closed. There-
were various rumors concerning the much-talked-of "deal," but
none of them could be confirmed. Washington Railway and Elec-
tric issues were extremely quiet, but strong, small lots of the
common and preferred selling at [8 and 6gTj, respectively. The
4 per cent bonds were traded in to the extent of $27,000, at 83^
and 83I/2. St. Louis advanced \l/2 points to on the purchase
of a single hundred shares. The gross earnings of the company
continue to show large gains. Those for the month of August
4i8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
amounting to $1,014,776, an increase of $355,241, or about 54 per
cent over last year, and it is expected that the gross receipts for
the year will exceed $9,000,000. A meeting of the stockholders will
be held on October 19 to ratify a proposition to cause the issue of
$20,000,000 improvement and refunding bonds, authorized last
May, and to issue in place of them bonds not exceeding $12,500,-
000, of which $10,000 will be issued at present, as the cost of the
proposed improvements has been less than previously estimated.
The collateral loans amounting to $6,000,000 coming due in No-
vember can also be met by this issue.
Tractions were again active in Cincinnati, the majority of the
purchases apparently being for investment purposes. Cincinnati
Street Railway lead in the selling, the sales for the week aggre-
gating about 2700 shares. The prices ranged from 1441/; to I45j^,
practically the same as last week. Cincinnati, Newport & Cov-
ington common came into the trading after an inactive period,
sales being about 23,000 shares with a range of from 2>°Va to 31
The preferred was again very active, sales being 2251 shares, with
the range from 92^ to 94^. Several blocks of the first 5s of this
company sold at 109% and no, while one lot of the second 5s
sold at 107^2. Twelve thousand Northern Ohio Traction 5s sold
at 991/a. Detroit United sold at 67, Cincinnati & Hamilton Trac-
tion at 46 and Toledo Railways & Light at 21. A lot of Miami &
Erie Canal sold at $1 per share, indicating very little faith in the
future of the canal stock.
Northern Texas Traction continues in strong demand in Cleve-
land. The property is showing gains in earnings. The stock,
however, is scarce. Over 600 shares sold in small lots with a
range of from 38^ to 40^. Cleveland Electric advanced to 73
on sales of 279 shares. A small lot of Northern Ohio Traction &
Light sold at 13^. Northern Texas 5s advanced to 85 and North-
ern Ohio Traction & Light 4s sold at 59^.
A report from Cincinnati says that the deal for the purchase
of $800,000 worth of the 4 per cent bonds of the Northern Ohio
Traction & Light Company by a syndicate of brokers headed by
W. E. Hutton & Company, has been practically declared off for
the present. A representative of that company was quoted as say-
ing that his company was not satisfied with the proposition of the
Cleveland holders of the bonds. E. W. Moore, of the Everett-
Moore syndicate, who negotiated the deal, says that the sales of
the bonds has been deferred only temporarily, and that the option
has not been declared off. It appears that some of the outside
Cleveland bondholders were unwilling to sell at the prices offered
by the Cincinnati syndicate, and the latter desired to secure the
entire holdings in Cleveland.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
two weeks ago.
Closing Bid
Sept. 7 Sept. 14
American Railways 48% 48U
Aurora, Elgin & Chicago a15 al5
Boston Elevated 153 153
Brooklyn Rapid Transit 555^ 55%
Chicago City 183 lg0
Chicago Union Traction (common) 7 7
Chicago Union Traction (preferred) 31 31
Cleveland Electric 71 72%
Consolidated Traction of New Jersey 72 72%
Consolidated Traction of New Jersey 5s 108% 108%
Detroit United , 67 87
Interborough Rapid Transit 144% 148%
Lake Shore Electric (preferred) _
Lake Street Elevated %y„ 31A
Manhattan Railway 155% 167
Massachusetts Electric Cos. (common) 13 1214
Massachusetts Electric Cos. (preferred) 61 59
Metropolitan Elevated, Chicago (common") 21% —
Metropolitan Elevated, Chicago (preferred) 60 —
Metropolitan Street 120% 122
Metropolitan Securities 87% 81%
New Orleans Railways (common) _
New Orleans Railways (preferred) _
New Orleans Railways, 4%s
North American 92%
Northern Ohio Traction & Light 14 14
Philadelphia Company (common) 40% 44%
Philadelphia Rapid Transit 14% ig%
Philadelphia Traction ggi^, ggi^
St. Louis (common)
South Side Elevated (Chicago) 91 _
Third Avenue 100 100
Closing Bid
Sept. 7 Sept. 14
Twin City, Minneapolis (common) 98% 98%
Union Traction (Philadelphia) 55% 5G
United Railways, St. Louis (preferred) 55% —
West End (common) 92% 92%
West End (preferred) 111% 111%
a Asked.
Iron and Steel
The "Iron Age," in its weekly review, says : The all-absorbing
question whether the recent open reduction in prices of finished
material has stimulated serious buying cannot be answered as
yet. With due reserve the statement may be made that thus fai
the indications are not particularly favorable. There has cer-
tainly not been any rush of buying. From all accounts current
tonnage in the steel trade is good. A clear indication of this is
furnished by the fact that the independent mills are taking their
purchases right along, with a few insignificant exceptions, and the
United States Steel Corporation has in blast 80 per cent of the
furnace capacity, including a number of new stocks.
netals.
Quotations for the leading metals are as follows : Copper 12$/$
cents, lead 4.20 cents, tin 27.62^2 cents, and spelter 5.10 cents.
♦♦♦
CONSOLIDATION IN PORTLAND, OREGON
The consolidation of the Portland Railway Company and the
City & Suburban Railway Company, of Portland, Ore., became a
certainty when the stockholders of the latter company met on
Sept. 1 and unanimously decided to join with the Portland Rail-
way Company. The stock of the Portland Railway is owned en-
tirely by the Portland Traction Company, which is not an oper-
ating company. It is a close corporation with few stockholders,
all of whom have been in favor of consolidation, so that the
City & Suburban meeting was the decisive step in the merging of
the two properties. All that remains now is for the transfer of
the stock of the new corporation. This will not take place for
more than a month, as some of the stockholders are in Europe. The
new company is to be known as the Portland & Suburban Rail-
way Company, and will be capitalized at $5,000,000. Of this
amount $4,000,000 will be issued in exchange for the properties
and for cash subscriptions, the remaining $1,000,000 being held
in reserve for insurance, as the growth of the system demands.
As the cash subscriptions will amount to about $1,000,000 it will
give the new company a good working capital with which to make
extensions and improvements to the existing properties. The
stockholders of the City & Suburban Railway Company will re-
ceive about one and one-third shares in the new company for
their holdings and the basis of exchange of the Portland Rail-
way Company is about the same. The new company will have a
bonded indebtedness of $2,607,000.
When the two companies have been merged and brought under
one management the new company will own 108.2 miles of track
in Portland and vicinity. At the present time the City & Subur-
ban Company has in operation 67.2 miles of track, including its
suburban lines, while the Portland Railway Company has 41 miles
over which it is running its cars. To operate this system the former
company has 147 cars in use, while the latter has 107. The City
& Suburban employs 600 men, while the Portland Railway Com-
pany has 400 workmen on its payroll.
The officers of the new corporation will probably consist of :
President, A. L. Mills, president of the First National Bank of
Portland; vice-president. C. F. Swigert, secretary and general
manager of the City & Suburban ; secretary and treasurer, J. C.
Ainsworth, president United States National Bank and treasurer
of the Portland Railway ; general manager, F. I. Fuller, general
manager of the Portland Railway. The executive management
of the combined properties will be jointly in the hands of C. F.
Swigert, as vice-president, and F. I. Fuller, as general manager.
Although no definite arrangements have yet been made, it is prob-
able that the mechanical and engineering features of operation will
fall to Mr. Fuller.
While no detailed plans for the new company have been ar-
ranged at present, several improvements have been outlined and
will probably be put into effect soon after the incorporation of
the new company. Among these plans may be mentioned the build-
ing of a large car construction and repair shop and a large car
house in East Portland. New motor equipment will be purchased,
new standard types of cars will be constructed, and considerable
track will be relaid. It is likely that a loop system will be estab-
lished in handling cars in the down-town section and at the ter-
minals.
September 17, 1904.]
STREET RAILWAY JOURNAL.
419
THAT NEW YORK CONSOLIDATION
The stories of the merger of the local traction companies in
New York go merrily on, a new variation being rendered almost
every day. The story that comes to hand as the Street Railway
Journal goes to press, has been worked out with greater regard
for details than any other that has yet appeared, the actual price
being given at which the companies will be taken over. According
to this story, Thomas F. Ryan has been empowered by the ma-
jority interest in Metropolitan Street Railway to dispose of the
shares pledged to him in whatever manner he disposes of his
own. There are absolutely no restrictions as to this disposition,
so it is said. Metropolitan Securities, Metropolitan Street Rail-
way and Interborough Rapid Transit shares are all to be de-
posited with a holding company or the present Metropolitan Se-
curities Company, which will issue $140,000,000 of 6 per cent pre-
ferred stock, which stock is figured at present to have a value of 128,
and will take up share for share Metropolitan Street Railway stock ;
will give an additional bonus to Interborough shares, either com-
mon or preferred, so as to make Interborough shares worth 148,
and will also place a value of 104 upon Metropolitan Securities.
MANHATTAN ELEVATED REPORT
The following statement has been filed with the New York State
Railroad Commission in Alb?ny by the Manhattan Railway Division
of the Interborough Rapid Transit Company :
Year ended June 30
1904
1903
Gross earnings
$14,187,686
$12,208,337
Operating expenses
5,846,051
5,460,794
Net earnings
$8,341,635
$6,747,543
Other income
341,504
346,859
Total
$8,683,139
$7,094,402
Fixed charges
2,893,412
2,820,859
Balance
$5,789,726
$4,273,544
^Dividends
4,564,000
3,546,000
Surplus
$1,225,726
$727,544
* The above dividends include the guaranteed 7 per cent on the
Manhatan Railway Company and the 2 per cent declared on Inter-
borough Rapid Transit.
♦♦♦
THE ST. LOUIS TRANSIT COMPANY'S EARNINGS -
PLAN TO REDUCE BOND ISSUE
A daily increase of more than 250,000 passengers is indicated
by the record-breaking statement of the St. Louis Transit Com-
pany's earnings for August. The exhibit shows gross earnings
of $1,014,076 for the month, as compared with $659,535 Ior
August, 1903, an increase of $355,241, or approximately 54 per
cent. For the present year up to Sept. 1, the receipts of the com-
pany have aggregated $6,246,856, as compared with $4,766,704 for
the same period of 1903, an increase of $1,480,153, or more than
30 per cent. The average monthly increase thus far this year has
been in excess of $126,000, while the average daily fares have in-
creased more than $11,500.
The total number of passengers carried each day has increased
to more than 600.000, while during the past mouth 20,295,520 rev-
enue passengers were hauled. Including transfers, it is estimated
that more than 30,000,000 people were handled.
It is now confidently expected that the gross earnings of the
company for the present calendar year will not be less than
$9,000,000. Some estimates that have been made place the figures
at $10,000,000. Net receipts also have increased at an astonishing
rate during the past few months. It is anticipated that the bal-
ance for August, after all expenses, will amount to $150,000.
A meeting of the stockholders of the company has been called
for Oct. 19 to pass upon a proposition to cancel the issue of $20,-
000,000 improvement and refunding bonds authorized last May,
and to issue in lieu thereof bonds not to exceed $12,500,000.
The object in authorizing the issue of $20,000,000 bonds last
May was to retire certain obligations arising from deficits and
improvements which the company has incurred in the course of its
existence. The bonds were to be guaranteed by the United Rail-
ways Company, of which the Transit Company is in a measure a
subsidiary organization.
Notice of the purpose to restrict the issue to $12,500,000 was
made public last month, and was noted in the Street Railway
Journal at that time. Since then it has been stated that arrange-
ments have made by which the company will issue only $10,000,-
000 bonds, as the cost of the proposed improvements have not
been as great as estimated, and the collateral loans coming due
in November for $6,000,000 can be retired from the difference be-
tween the cost of the improvements and the total of the bonds,
which, it is believed will bring a good price. Brown Brothers, of
New York, have done much toward financing the company, and
have disposed of some of the bonds, though arrangements with
the purchasers can be made on the new basis. Another feature
which it is believed will be considered is that in all probability
the Transit Company will be able to wipe out its deficits with its
net earnings this year.
♦♦♦
NORTHERN COLORADO COMPANY'S PROJECT
The directorate of the Northern Colorado Electric Railway Com-
pany has been changed by the resignation of L. C. Moore and the
election of William R. Rathvon, of Boulder, Col., as his successor.
Air. Rathvon has been for some years connected with the
United Oil Company in an executive capacity, and is at present
the manager of the northern fields for the above named company.
The United Oil Company is the refining company for the Conti-
nental Oil Company. Mr. Moore has been elected treasurer of the
company. The preliminary plans of the company as adopted by the
new directorate include building from Eaton, Weld County, to
Longmont, in Boulder County, including in the line the towns and
cities of Windsor, Timnath, Fort Collins, Loveland, Berthoud and
several in-country villages. The total distance is about 61 miles
and the population per mile is 451. The proposed road will pene-
trate one of the richest potato, beet and wheat sections in America.
Franchises have already been granted for Larimer County, Wind-
sor, Fort Collins, Loveland and Berthoud, and applications for
grants are being considered by the City Council of Longmont and
Town Board of Eaton. Terminal service will be arranged over
lines now ready to build from Denver to Longmont. The line will
be built to conform with the latest standard interurban practice.
Preparations are being made for beginning surveys at once.
CONTRACT FOR SINGLE=PHASE LINE IN THE SOUTH
The Atlanta Interurban Railway Company, controlled by the
Georgia Railway & Electric Company, and now building a line
in Atlanta and its suburbs, has awarded a contract to the Westing-
house Company for the equipment of the line with the single-phase
system. This is the first company in the South to contract with
the Westinghouse Company for the equipment of its lines with this
system.
REGULATION OF TRAFFIC IN NEW YORK BY THE POLICE
During the last municipal administration in New York the con-
tinental method of regulating street traffic at congested crossings
was introduced in the borough of Manhattan. Under this sys-
tem the traffic on streets extending north and south is given right
of w?.y while the traffic on streets east and west is held. Then
the traffic on the streets east and west is given the right of way
,vhile the traffic north and south is held. When this scheme was
introduced simple instructions also were issued as to the proper way
to follow the rules of the road. The police soon learned just what
was expected of them, and the plan finally worked out successfully.
The present police commissioner has conceived the idea that he-
can improve upon the system as operated under his predecessor,
and has placed mounted police at a number of crossing, his con-
tention being that a mounted officer has an advantage over a pa-
trolman in dealing with offenders. Probably the most important
task the commissioner has undertaken is that of regulating vehicle
traffic over the Brooklyn Bridge between the hours of 4 o'clock and
7 o'clock p. m. Trucks coming to Brooklyn from up town are
now required to pass down the west side of Park Row, until
near the Post Office. Then they may cross over and come up the
east side of the Row, keeping off the car tracks, and turn into
the bridge roadway. Trucks from Brooklyn are compelled to
turn to the right up Park Row to Chambers Street, instead of
plunging directly across to Center Street. Thus, the space di
rectly in front of the bridge is kept clear of heavy wagons, and
the cars on Park Row and Center Street are permitted to make
good time. In the system as worked in New York there is a
lesson that could be applied in other cities that find it hard to
cope with the problems in traffic presented in congested districts.
420
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12.
NEW BRIDGE TRAFFIC PLANS IN NEW YORK
Bridge Commissioner Best, of New York, has sent another let-
ter to Mayor McClellan on the question of improved facilities for
handling traffic over the old and new East River Bridges. Mr.
Best says that the proposed connecting railway between the two
bridges now erected would afford but little relief. He says that
to avoid the experience of having a bridge completed with no
railway facilities, as is the case with the Williamsburg Bridge,
lines to and from the Manhattan Bridge, now building, should be
provided for at once. He therefore suggests to the Mayor the
following improvements :
An elevated railway through Canal Street from Greenwich
Street or the Hudson River to the Manhattan Bridge terminal,
with a branch through Elm Street, Center Street or the Bowery to
Delancey Street, thence to the terminus of the Williamsburg
Bridge, the line to be built either by the Brooklyn Rapid Transit
Company or the Manhattan Elevated.
Or, a trolley subway through Delancey Street, across town to
* Hudson Street, down Hudson Street, West Broadway and Green-
wich Street, at least as far as the Jersey City ferries at Cortlandt
and Liberty Streets, with a branch through Duane Street, under
the present subway at Elm Street, into the basement of the pro-
jected station on Center Street, there to connect with the sur-
face lines from Brooklyn, which could use the basement of the
station as a terminal and through station.
The building of this line the Commissioner suggests leaving to
the Brooklyn company or to the Jersey City companies, which
will soon have a foothold in New York through tunnels. He
thinks that this route could be operated as a loop or otherwise
at the option of the companies. The transfer of the present loop
tracks at the Brooklyn Bridge to the basement of the new ter-
minal station Mr. Best believes to be advisable, but not impera-
tive. He adds: "I assume that the project to carry the South
Brooklyn Subway over the Manhattan Bridge may be urged quite
persistently, and that if it is adopted we shall not be able to run
so many cars over this bridge as has been anticipated. In this
event, a trolley subway would not be necessary."
levis county railway-canadian electric light
company:
The troubles hitherto existing between the above two com-
panies are in a fair way to be promptly and amicably settled. Al-
lusion to the fact of power contract disputes between these two
companies has been previously made in these columns. We are now
advised that a board of arbitration has been appointed, and an
agreement signed by both companies, to settle all dffiiculties, and
to draw up a new power contract. The gentlemen selected are :
R. S. Kelsch, consulting engineering of the Montreal Light, Heat
& Power Company; Henry D. Bayne, manager at Montreal of the
Canadian Westinghouse Company, Limited, and L. P. Sirois, a
prominent notary of Quebec.
Power has been served to the railway, and the road has been in
operation since Aug. 9, through the influence of a citizens' com-
mittee, and is now continued by the arbitration agreement.
The Levis road was without power for five weeks and three
days during its best season, and to provide against any recurrence
the work of installing a relay steam plant is progressing.
;V- BUENOS AIRES HORSE LINES TO BE CONVERTED
The Buenos Aires Grand National Tramways Company, which
operates upward of 50 miles of horse tramways in and around the
capital of the Argentine Republic, is largely to convert its system
to electric traction, and has already placed an important contract
for American equipment, the General Electric Supply Company, of
Buenos Aires, which represents the General Electric interests in
that part of the world, having been awarded a contract for 100 40-
hp. double motor equipments with controllers, trolleys, cables, com-
plete.
The Grand National Company is composed mostly of British
capital. The London offices are at 6 Eastcheapside, E. C. The presi-
dent of the company is B. S. Howard. Charles Downey is man-
aging director. The consulting engineers are Sir George Bruce &
White, London. The contracts for material, equipment, etc., for
Argentine Republic electric traction systems have hitherto chiefly
been instituted among European manufacturers, especially Ger-
man concerns. The General Electric contract is the first important
one secured by American interests for some time.
CINCINNATI, GEORGETOWN & PORTSMOUTH RAILROAD IN
MARKET FOR EQUIPMENT
The Cincinnati, Georgetown & Portsmouth Railroad, of Cincin-
nati, Ohio, will reach Russelville on its West Union extension
about Oct. 15, and expects tc reach West Union early next season.
The earnings for the year ended June 30, 1904, exceeded those of
June, 1903, more than $12,000. The increase for July, 1904, over
the same month last year was $1,500. For the first three weeks in
August the increase over the same period last year was $1,200.
The company is in the market for rails and bridges.
TWIN CITY COMPANY HAS PLAN TO PREVENT
ELECTROLYSIS
The Twin City Rapid Transit Company, operating in Minneapo-
lis and St. Paul, has submitted to the Board of Water Commis-
sioners of St. Paul a detailed plan for the prevention of damages
to the city's water mains by electrolysis. The presentation of the
plan was in accordance with an agreement by which the city of
St. Paul was to suspend a damage suit against the company pro-
viding such a plan was devised and presented by Sept. r, 1904. The
plan which has been submitted was prepared by Sargent & Lundy,
of Chicago. It provicjes that a cable, to be connected with the rails
by wires, be laid between the double tracks, thus providing ade-
quately for the return of the current to the source of supply. The
report has been submitted to the Board's electrical expert, Prof.
Dugald C. Jackson, of the University of Wisconsin, who, after mak-
ing a careful examination as to the feasibility of the plan, will re-
port back to the Board.
REMARKABLE RECORD OF THE BOSTON & WORCESTER
The Boston & Worcester Street Railway, operating between
Boston and Worcester, Mass., a distance of about 40 miles, shows
an increase in earnings for the summer that can only properly be
designated by the word remarkable. For the month of August
car receipts averaged the record figure of $5.25 per car hour, and
for the year to end this month the gross earnings will exceed
$400,000. On Saturday, Sunday and Monday, Sept. 3, 4 and 5, the
gross earnings were $9,696. The earnings for Labor Day alone
were $4,246. The total for the three days showed an increase over
last year of more than 25 per cent. It is said that earnings so
far this month have shown an increase of $500 per day over last
year.
ANNUAL CONFERENCE OF THE MUNICIPAL TRAMWAYS
ASSOCIATION OF GREAT BRITAIN
The annual conference of the Municipal Tramways Association
of Great Britain is to be held in Liverpool on Sept. 27, 28 and 29.
The executive committee has considered the arrangements for
the annual conference, and the programme will be roughly as
follows :
On Sept. 27 there will be a meeting of the executive committee
at 9.45 a. m., and a meeting of the manager's section at 10 a. m.
Half an hour later a reception will be given to the association by
the Liverpool Corporation, followed by a conference at 11 o'clock.
In the evening the members will be entertained to a dinner by the
Liverpool Corporation.
On the following day there will be an executive committee
meeting followed by a business meeting and conference of the as-
sociation. The Lambeth Road works and Pumpfields power sta-
tion are to be visited in the afternoon preceding the association
dinner at 7 p. m.
An excursion has been planned for Sept. 29, of which the de-
tails have not yet been announced. The following papers and re-
ports will be submitted for discussion :
"How to Effect Economy in Current Consumption," by P.
Fisher.
"Arrangement of Men's Duties," by J. B. Hamilton.
"Methods of Dealing with Mixed Systems of Traction," by A.
L. C. Fell.
"Cars, Their Equipment and Maintenance," by J. Aldworth.
"Overhead Equipment, Its Construction and Maintenance," by
J. M. McElroy.
Report on the standardization of tramway accounts.
Revised report on the hours of labor, etc., of tramway em-
ployees.
September 17, 1904.]
STREET RAILWAY JOURNAL.
42 T
CONVENTION ARRANGEMENTS OF MANUFACTURERS'
COMMITTEE
The executive committee of the American Street Railway Asso-
ciation held a meeting at St. Louis Sept. io, in conference with a
committee of the recently formed manufacturers association, to
decide upon details of the programme for convention week. The
entertainment that will be provided by the supply men will be in
line with the anticipated desire of those visiting the convention to
see as much of the Exposition as possible.
The members of the American Street Railway Association ex-
ecutive committee in attendance at the conference were President
W. Caryl Ely, of Buffalo; J. C. Hutchins, of Detroit; E. C. Foster,
of New Orleans ; Secretary T. C. Pinington, of Chicago, and Capt.
Robert McCulloch and John Grant, representing St. Louis. The
members of the manufacturers' committee present were Chairman
Daniel M. Brady, Secretary R. W. Meade, C. C. Pierce, of Boston ;
W. J. Cooke, of Chicago; G. J. Kobusch, of St. Louis; Daniel
Royse, representing F. S. Kenfield, of Chicago, and E. H. Baker,
chairman of the finance committee.
MUNICIPAL SHORTSIGHTEDNESS IN JERSEY CITY
The spectacle is presented in Jersey City of the City Council
passing street railway ordinances and the Mayor signing the docu-
ments in the face of protests from the company in whose favor
the grants were made, that the conditions embodied therein were
impossible of acceptance. The ordinances granted to the Public
Service Corporation the right to build extensions and make im-
provements to its lines in Jersey City, that, as President Mc-
Carter of the company said, were of far more importance to the
public than they were to the company. Despite this, however,
the city wanted to make a contract that could be upset before the
expiration of the company's bonds. The company was willing to
pay to the city 5 per cent of its gross receipts ; it was willing to
grant transfers, to pave and sprinkle the streets, to concede the
principle involved in a renewal of its contract at periods of twenty-
five years, but refused to do this during the life of its bonds,
which were issued before this new condition was thought of.
♦♦^
FRESH CAPITAL AND NEW NAME FOR STILWELL-B1ERCE
& SMITH- VAILE COMPANY
The Stilwell-Bierce & Smith-Vaile Company, of Dayton, Ohio,
all its manufacturing lines, goodwill, patents, drawings, etc., have
been purchased by Col. J. D. Piatt, president of the Barney &
Smith Manufacturing Company, of Dayton, Ohio. Col. Piatt has
organized a company called the Piatt Iron Works Company, to carry
on the enterprise. The purchase price was in the neighborhood of
$750,000. The new company has a cash working capital of $400,000.
The company will take over all the unfinished contracts of the
Stilwell-Bierce & Smith-Vale Company. The personnel of the
engineering and sales department will remain practically the same
as heretofore. Geo. W. Neff is the Eastern manager of the com-
pany, with headquarters in New York.
♦♦♦
MILWAUKEE COMPANY'S OFFER TO LIGHT STREETS
A formal proposition has been made by President John I. Beggs
in behalf of the Milwaukee Electric Railway & Light Company to
the joint committee of the Common Council of Milwaukee on
finance and lighting, for lighting the streets of the city. Mr. Beggs
says the company is willing to make an agreement with the city to
furnish light at the same figures that are charged in the city of
Detroit, which has been frequently referred to in the discussion of
the project of building a municipal light plant. Mr. Beggs pro-
poses that expert accountants each year report to the City Council
exactly what it has cost the city of Detroit to light its streets and
the figures thus reported shall govern the price to be charged the city
of Milwaukee. It is provided, however, that the difference in the
cost of coal in Detroit and Milwaukee shall be taken into consid-
eration, and also that any other similar questions shall be consid-
ered by the accountants. It is roughly estimated that it would
cost the city $1,000,000 to erect a municipal plant.
STEAM RAILROAD SUBWAY FOR CINCINNATI
Plans prepared under the direction of the Union Terminal
Company, of Cincinnati, for a tunnel into the city for the steam
lines will, it is said, be submitted to the railroad authorities this
week. The plans include a subway directly across the center of the
city. Private property is to be taken by purchase and lease, giving
those along the line direct switching connection with every rail-
road in the city. It will contain twelve standard tracks. Th<;
motive power will, of course, be electricity.
SOUTHERN PACIFIC COMPANY'S ELECTRIC PLANS
From Sacramento comes the statement that plans are well under
way for installing electricity on the Southern Pacific Company's
suburban lines across the bay. Engineers are at work upon the
plans, and a portion of the $5,000,000 which Mr. Harriman recently
authorized Director Kruttschnitt to spend on improvements will go
toward the preliminary work. Rumor has it that it has been defi-
nitely decided to operate the Berkeley, Oakland and Alameda lines
of the Southern Pacific on a third-rail system similar to the North
Shore Railroad, instead of the overhead trolley wire system, by
which the Santa Fe moves its Key Route trains.
CHANGES IN CINCINNATI, DAYTON & TOLEDO TRACTION
The annual meeting of stockholders of the Cincinnati, Dayton
& Toledo Traction Company on Sept. 8, resulted in sweeping
changes in the directorate. Of 50,000 shares represented, only
6000 were shown to be held in Cleveland, which resulted in the
practical elimination of the Mandelbaum interests that formerly
controlled the property. H. B. McGraw was elected director to
represent the Cleveland interests, he being the only Clevelander
on the new board, which is as follows : George B. Cox, W. E.
Hutton, L. A. Irelan, C. A. Richardson, W. Kelsey Schoepf, of
Cincinnati ; Peter Schwab, of Hamilton ; H. B. McGraw, of Cleve-
land. These officers were chosen : W. Kesley Schoepf, G. B. Cox,
C. A. Richardson, executive committee ; George B. Cox, president ;
W. K. Schoepf, first vice-president ; C. A. Richardson, second vice-
president; J. B. Foraker, secretary-treasury; J. Williams, assistant
secretary-treasurer; F. J. J. Sloat, general manager; W. J. Boyer,
auditor.
ELKINS HOLDINGS IN PHILADELPHIA RAPID TRANSIT GO
TO A SYNDICATE
A deal has been closed by which about 35,000 shares of stock of
the Philadelphia Rapid Transit Company belonging to the estate
of William L. Elkins have been sold to a syndicate of inside Phila-
delphia and New York traction interests. Previously about 15,000
shares of the Elkins holdings were sold to members of the same
syndicate. The price paid was about $15 a share, and the stock is
understood to have gone to men who were close friends and asso-
ciates of Mr. Elkins. Among the purchasers are : John B. Parsons,
president of the Rapid Transit ; P. A. B. Widener, George D.
Widener, J. J. Sullivan, William H. Shelmerdine, Michael Murphy,
John M. Mack, George A. Huhn and Clarence Wolf, of Philadel-
phia, and Thomas F. Ryan, August Belmont, James H. Hyde and
John D. Crimmins, of New York.
The capital of the company is $30,000,000, divided into 600,000
shares of a par value of $50. When the company was organized $5
a share was paid in. This assessment amounted to $3,000,000. In
May, 1903, a second call for $5 was made, and the third $5 was paid
last December, making in all $9,000,000 called. A fourth assess-
ment will be called next month. It will be for $5 a share. This
will bring the total paid-in capital up to $12,000,000.
George H. Earle, Jr., president of the Finance Company of Penn-
sylvania, has been elected a director of the company to fill the
vacancy caused by the death of William L. Elkins. Mr. Earle is
interested in Indiana traction lines controlled by United Gas Im-
provement interests. He also has considerable interest in the
United Railroad of San Francisco, and in addition is a larger owner
in the Philadelphia Company, which controls the Pittsburg roads.
Beside being at the head of the Investment Company of Philadel-
phia, Mr. Earle is president of the Tradesmen's National Bank,
the Market Street National Bank, and of the Pennsylvania Ware-
housing & Safe Deposit Company.
/
422
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 12
SCHENECTADY COMPANY TO ESTABLISH A BUS SERVICE
The availability of the automobile as an adjunct and feeder of
the electric railway is to be tested by the Schenectady Railway
Company, of Schenectady, N. Y. This company has placed an
order with the General Electric Company for two passenger
cars, which will be placed in service between Loudonville and
Albany, a distance of 8 miles. The seating capacity of each bus
will be twenty persons, and the speed with full load will be 12
m. p. h. This experiment may allay the fears of those who here-
tofore have looked upon the automobile only as a possible com-
petitor of the electric railway.
♦♦♦
ACCIDENT FAKIRS SENTENCED IN BOSTON
On charges of conspiring to defraud the Warren, Brookfield &
Spencer Street Railway by pretending that one of them was on one
of the company's cars when it met with an accident, and recovering
$25 for fictitious injuries, John W. West and Elizabeth Allen were
each sentenced to eight months in the House of Correction in the
Municipal Court at Boston, Sept. 10. Judge Boltser, in finding the
couple guilty, censured them sharply and gave them sentences that
are much heavier than usually are given in offenses in which no
greater amount is concerned. "While it is true that the amount
involved is small," the Judge said, "all the evidence shows that it
was a plan of premeditated, deliberate and continued villainy."
♦♦♦
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED SEPT. 6, 1904
769,187. Registering Mechanism ; Jacob Schinneller, Pittsburg,
Pa. App. filed Feb. 9, 1903. A special auxiliary register adapted
to be operated independently of the main register when the pas-
senger is entitled to a rebate.
769,301. Summer Car; Edmund Bury, Philadelphia, Pa. App.
filed Feb. 6, 1904. Mechanism whereby the side exits to the cars
may be readily opened and closed from either platform.
769,398. Operating Mechanism for Car Registers ; Wilfred I.
Ohmer, Dayton, Ohio. App. filed Jan. 23, 1903. Comprises a
shaft capable of both rotary and longitudinal motion, a vertical
shaft mounted in a housing and having a geared connection with
said shaft within said housing, whereby both shafts rotate in
unison, an operating handle mounted on the vertical shaft, a bell
crank lever mounted in the housing and engaging the shaft to
move the same longitudinally, and a connection between the op-
erating handle and the bell crank lever to actuate the lever when
the handle is moved longitudinally.
769,462. Self-Adj usting Trolley for Electric Railways; Charles
C. Benson, Newburyport, Mass. App. filed Nov. 19, 1902. The
harp is so constructed as to permit the wheel to swing laterally.
769,513. Switch Operating Device; Cort W. Townsend, New
Philadelphia, Ohio. App. filed June 28, 1904. Details of con-
struction of a switch-throwing device mounted upon the car-axle.
PATENT NO. 769,462
769.576. Car Brake for Railroads ; Edward A. Wagener, Den-
ver, Colo. App. filed Sept. 30, 1003. Two friction rollers, located
(relatively to the car wheel) diametrically opposite each other,
with means for bringing the roller simultaneously into contact
with the tread of the car wheel, and also independent stationary
surfaces.
769.577. Railway Switch ; William Wharton, Jr., Philadelphia,
Pa. App. filed June 3, 1904. A recessed body portion having a
rail at one side and stops at the opposite side, the surface between
the stops being inclined, and a tongue with a tread portion and a
guard mounted in the recess.
769,685. Electric Railway Switch ; Schuyler C. Gurley, Indian-
apolis, Ind. App. filed Sept. 8, 1903. Details of an electro-magnet
for actuating a railway switch.
PERSONAL MENTION
MR. BENJAMIN C. FAUROT, a pioneer citizen of Lima, Ohio,
died a few days ago. He established the first street railway sys-
tem in that city, now known as the Lima Electric Railway & Light
Company.
MR. J. A. BRETT, for the past several years general manager
of the Electrical Installation Company, of Chicago, will, on Oct.
1, retire from that company to engage in other business. Mr. Brett
has made no definite arrangements for the future, but has several
proposals under consideration.
MR. HENRY BACON TUCKER, master mechanic of the Jack-
sonville Electric Company, of Jacksonville, Fla., was married
Wednesday, Sept. 7, at Middletown, Conn., to Miss Winifred Lang-
don Allison, daughter of Mr. and Mrs. William J. Allison, of
South Farms, Middletown. Mr. and Mrs. Tucker are now at
home at Jacksonville to their friends.
MR. S. B. LIVERMORE, former superintendent of the Winona
Railway & Light Company, has been appointed superintendent of
the La Crosse City Railway Company to succeed Mr. Peter Valier,
who recently resigned to accept a position with the La. Crosse &
Southeastern Railway Company. Mr. Livermore had several years'
experience with the Winona Company.
GEN. JOHN M. HOOD, president of the United Railways &
Electric Company, of Baltimore, Md., has returned from a flying
trip through England, France, Germany, Switzerland and Northern
Italy. He left Baltimore on Aug. 3 and sailed for Europe from
New York on the following day, arriving at Hamburg on Aug. 11.
His main object in making the trip was to study European trans-
portation methods.
MR. JOSEPH ELBLE, a division superintendent of the Cincin-
nati Traction Company, was quite seriously injured a few days ago
in a brave effort to save the life of a child. Mr. Elble was stand-
ing on the running board of a car when a child ran onto the
track. The motorman made an effort to stop, but Mr. Elble, seeing
that the child was certain to be struck, jumped forward and grasped
the child, pulling her to one side and saving her life. Both were
knocked down, however, and Mr. Elble received serious scalp
wounds and other injuries.
MR. CURTIS J. HARRINGTON, who was for several years
past prominently identified with the electric railway construction
and supply business, died at St. Vincent's Hospital, New York,
on the morning of Sept. 10. Funeral services, with Masonic
honors, were held at his New York residence, 151 East Fifty-
Fourth Street, on Monday, Sept. 12, before his body was sent for
interment to Scranton, Pa., where his parents live. Mr. Harring-
ton was born April 21, 1870, and first entered the electric railway
supply business in 1897 with Mr. Elmer P. Morris, New York,
after having spent several years in electric railway work around
Philadalphia. He left Mr. Morris to become manager of the Elec-
tric Lead Reduction Company, of Niagara Falls, N. Y., but later
he returned to New York to engage in business for himself. He
leaves a wife and one child. His brother, Mr. W. E. Harrington,
is vice-president of the Camden & Suburban Railway Company, of
Camden, N. J.
MR. JOHN C. WILLETTS, president of the John Stephenson
Company, died on Aug. 31, 1904, at his home at Skaneateles, N. Y.,
after an illness of several months. Mr. Willetts was born in Cin-
cinnati, Ohio, March 4, 1846 ; he was a son of Mr. William Jackson
Willetts. In his early manhood Mr. Willetts engaged in the leather
business in New York, but on account of ill health was soon
obliged to give up his interests and remove to Florida, where he
spent several years. In 1872 he married Miss Emma Prentice,
daughter of John H. Prentice, one of the proprietors of the well-
known Prentice stores of Brooklyn. For the past twenty-five years
Mr. Willetts has made his home in Skaneateles, N. Y., and during
this time has been prominently identified with the growth and im-
provement of the town. He was particularly interested in the es-
tablishment of the new public library at Skaneateles, and gave much
of his time to this end, personally supervising the construction and
equipment of the new library building. Besides being president
of the John Stephenson Company, Mr. Willetts was at the time of
his death the president of the Dexter Folder Company, vice-presi-
dent of the Syracuse Chilled Plow Company, vice-president of the
National Bank of Skaneateles, a director of the E. W. Bliss Com-
pany. He also was interested in several other well-known business
enterprises. The funeral service was held at Skaneateles on Sept.
3. Mr. Willetts is survived by a wife and four children. Mr. H.
K. S. Williams has been elected to the position held by Mr. Willetts
with the Stephenson Company.
INDEXED
Street Railway Journal
Vol. XXIV.
NEW YORK, SATURDAY, SEPTEMBER 24, 1904.
No. 13
Published Every Saturday by thi
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not lattr
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
A Great Feat in Transportation
One of the finest feats in street railway transportation ever
witnessed was the way the street railway companies of St.
Louis handled the crowds on St. Louis Day at the Louisiana
Purchase Exposition. This was the day when the people of
St. Louis set aside all work as far as possible and devoted
themselves to swelling the attendance at the Exposition ; the
attendance being about 400,000 on that day. With the memory
of the enormous congestion of people at the Columbian Expo-
sition, Chicago Day, Oct. 9, 1893, in mind, it is not strange that
some uneasiness was felt lest the transportation lines be
swamped with traffic. They were not overcrowded, however,
am^he way in which the street railways did their work on that
day could not fail to excite the admiration of every intelligent
street railway man who witnessed it. It is all very well to say
that larger numbers of people are carried daily by the street
railways of Greater New York. That is not the point. The
admirable thing about the St. Louis Day street railway per-
formance is that the street railways were on a special day and
to a special place able to carry about double the normal traffic
of the corresponding date a year before, and were able to do it
with such clock-work regularity of service that the jam and
crush of people at terminal and transfer points, usually con-
sidered inseparable from such great special days, were nowhere
to be found. Cars and crowds moved along so freely that it
was difficult to realize that the greatest day of the Louisiana
Purchase Exposition was in progress. Photographers who
went out with their cameras expecting to get photographs of
great masses of packed humanity, were doomed to disappoint-
ment. The crowds flowed to and from the street car terminals
like great rivers, and the stream being unbroken by any short-
comings of the car service, there was no time for the lakes
and seas of humanity to form that are thought usually to be the
necessary evils of such special events. It is not without a
justifiable humorous twinkle of the eye that St. Louis street
railway men relate how for a time in the morning the street
cars landed people at some of the Exposition gates faster than
the Exposition management was able to perform the simple
task of passing them through the gates. The whole thing
showed not only the results of excellent street railway man-
agement for the day, but also the results of the months of well
planned preparation. We feel that we must metaphorically
take our hats off to the gentlemen of the St. Louis Transit
Company and of the St. Louis & Suburban Railway Company
who were responsible to so great a degree for the comfort of
the St. Louis public on that day, as well as on previous similar
occasions.
Soldered Rail Bonds
It is now about four years since the first bonds using solder
for electrical connection between the bond and rail were de-
scribed in these columns. In that time there has been a steady
increase in the use of soldered bonds, and more than one manu-
facturer is putting out bonds designed to^ be soldered to the
rail. As to the superior qualities of a soldered contact when the
soldering is thoroughly well done there can be no doubt, for
as long as the solder is intact there is no possible chance for
oxidizing or electrolytic action between the contact surfaces.
That the soldered bond has not been used more heretofore is
probably due to fear on the part of constructing engineers that
they cannot be sure that the soldering is well done in every
case, and if not well done, the bond is much worse than any
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
riveted or pressed terminal. It has been argued that it is more
likely that the class of labor which is employed on bonding
work will secure a fairly good contact with the pressed terminal
than with soldered. One of the principal dangers with soldered
bonds is a lack of heat during the soldering process. As the
veriest novice in the art of soldering knows, plenty of heat is
one of the first essentials in soldering, and it takes considerable
heat to raise a 70-lb rail to a temperature which will melt solder
and to keep it at that temperature long enough to do the job.
As the rail is large it has the ability to conduct away a great
amount of heat. The heat must be so intense and so localized
at one spot that the rail cannot conduct heat away fast enough
to cool the spot that is to be soldered. Recent types of blow
torches, both for kerosene and gasoline, can be obtained which
overcome the difficulty of insufficient heat. Could the rail tem-
perature be raised high enough to melt brass, brazed rail bonds
would apparently be even better than soldered bonds, on ac-
count of the greater mechanical strength of the joint. The
joint, however, seems to be abundantly strong on most of the
soldered bonds where the area of contact is large.
In connection with soldered bonds, the question comes up of
the best location. Some of the first soldered bonds which were
installed in paved streets in Seattle were placed under the base
of the rail, the rail being bonded in lengths of a block or more
and then turned over into position on the ties. Some light
bonds, or wire, have been made by riveting the terminals of the
wire into the rail base and then soldering the terminal to the
base. This kind of bonding can be done after the track is laid.
Another form of soldered bond is adapted to go under the
angle-bars and to be soldered to the web of the rail after re-
moving one of the angle-bars. An interurban road on private
right of way now being finished in the Middle West has adopted
the novel plan of using a short soldered bond on the head of the
rail opposite the flangeway. The points urged in favor of this
location are ease of installation after the angle-bars have been
applied and ease of inspection, as the condition of the bond can
always be seen at a glance. On an interurban road on a private
right of way the danger of injury to the exposed bond is not
great, although, of course, the danger from theft is ever present.
It is, of course, desirable to have a bond which depends en-
tirely upon solder for its connection, where it can be inspected,
although testing would reveal the fault if it were concealed.
On a small road, testing would be considerably more expensive
than inspection. Altogether there is much to be said on both
sides of this latter question.
Controller Burn-Outs
The burning out of controllers on double-truck, four-motor
equipments is becoming so frequent that it is high time that
some plan of relief from it be sought. Indeed several operating
companies are experimenting in that direction. About eleven
years ago the type K series-parallel controller was first put
on the market, and as this controller used the magnetic
blow-out for extinguishing the arc, and was well designed in
other particulars, it filled the bill admirably for the sizes of
motor equipments common in those days. The controller prob-
lem for street cars was so completely solved fox the time being
by the K types of controller, which have practically become
universal for city railway service in the United States, that
the matter of controllers and car wiring for 20-ton and 25-ton
city cars has possibly not received the attention from operating
companies that it should.
The increased troubles from controller burn-outs recently
are due almost entirely to the larger volumes of current that
must be interrupted at the controller and the larger arcs that
must be broken. While the typical city car of a few years ago
weighed, say, 7 tons or 8 tons and took a maximum accelera-
tion current of 60 amps, to 130 amps., the typical big city car
of to-day will weigh from 18 tons to 25 tons, and will take from
160 amps, to 400 amps, maximum acceleration current. This
means that the car fuses and circuit breakers must be adjusted
to pass at least this current, and the feeder circuit breakers at
the power station must at least allow several of these cars to
accelerate on a section at once without opening. Car circuit
breakers now are frequently set to open at a greater current
than feeder circuit breakers would open at a few years ago.
The dimensions of street car controllers, however, have
changed but little. There have been a number of important
improvements in details and some increases in contact areas,
but the dimensions have not altered in any such proportion as
the current which must be carried. These controllers do their
work very well on the large four-motor equipments until some^
thing goes wrong with the motors or car wiring. In the old
days a ground in a motor or in the car wiring would be almost
certain to open the car fuse or circuit breaker, and very likely
would open the circuit breaker on that feeder at the power sta-
tion as well. The controller, therefore, would not have to open
the circuit under a heavy short-circuit current, as this was done
by the fuses and circuit breakers. In modern practice, how-
ever, circuit breakers and fuses will frequently pass enough
current so that a ground on the car will not open them at once.
In such a case this heavy current will be broken in the con-
troller when the motonnan throws it off. The result is usually
a terrific arc in the controller that wrecks it, and causes such a
display of fireworks on the front platform that the company
considers itself fortunate if the terrified passengers do not land
themselves promiscuously in the street before the car stops, to
the detriment of the accident account. When four-motor
equipments were new, "fireworks on the front platform" were
seldom heard of, because motors and car wiring had not had
time to develop defects. Now that such equipments have been
in use several years, the faults are becoming more numerous,
as are the accompanying pyrotechnic displays. As the difficulty
lies primarily in the fact that the heavy currents incident to
short-circuits on the car are interrupted by the controller rather
than by the circuit breakers and fuses, several companies oper-
ating four-motor equipments with the K forms of controller
have begun to experiment with fuses placed in each of the four-
motor circuits. As each fuse can be of a size sufficient only for
the current required by one motor, it can be one-fourth the
size of the main fuse, as the main fuse must pass the current
taken by the four motors in multiple. The presence of a fuse
in each motor circuit which will open upon one-fourth the cur-
rent that the main fuse or circuit breaker will open, should
relieve the difficulty considerably. It further has the advan-
tage that it absolves the motorman of all responsibility of ex-
perimenting to find out which motor to cut out. These four in-
dividual motor fuses add to the complication of car wiring and
equipment, to be sure, but the complication is not serious. A
move of this kind, it may be said, is in accordance with the
present general tendency in lighting and power work to depend
mainly on small branch circuit fuses near the point of con-
sumption and to fuse all main supply circuits very heavily or
not at all. The use of individual motor fuses would result in
automatically opening all grounded motor circuits. As grounds
are more frequently in motors than in car wiring, unless car
September 24, 1904.]
STREET RAILWAY JOURNAL.
425
wiring is inexcusably bad, such fuses should prevent the ma-
jority of controller burn-outs and possibly save the spread of
trouble in a motor. Controller burn-outs can, of course, be
decreased by taking care that the main car breaker or fuse is
never set for a greater current than is necessary and by main-
taining high insulation of motors by means of frequent tests.
The use of multiple-unit controllers which will safely inter-
rupt very heavy currents is one effective solution of the diffi-
culty, but as such control adds 15 per cent to 20 per cent to the
cost of a city car there will be considerable casting around in
other directions for relief before that solution is generally ac-
cepted. It is coming to be more and more the case that the
problems in connection with the successful breaking of heavy
circuits and the prompt isolation of short-circuit troubles before
they can spread are calling for the best electrical engineering
talent of anything in connection with handling large quantities
of electrical energy.
A Consideration of Single-Phase Motors
At the Electrical Congress just closed, a special meeting on
Sept. 14 and a large part of the closing session, Sept. 16, was
devoted to a discussion of the present movement in favor of
alternating railway motors. The subject is, of course, one
which has been of great interest to the profession for some
time past, and the papers dealing with it have been eagerly
anticipated. At the earlier session the development of the idea
was considered at length by Dr. Steinmetz and Mr. Lamme.
These gentlemen, who can speak with authority as having been
themselves in the front of the movement, made plain the
necessity of turning in this direction and the importance to the
larger railway field of the methods proposed. It has long been
clear that for the extension of electric traction the funda-
mental need is a higher working voltage, enabling the distribu-
tion of power to be made with some regard for economy. The
present method of distributing to sub-stations, however efficient
and desirable within its proper range of application, yet touches
only here and there the difficulties of the situation when the
coming larger work of the electrician is at hand. The various
efforts at polyphase traction motors were gone over, and the
inherent difficulties of the type, in particular the trouble en-
countered in getting variable speed, and in such speeding as
would enable time to be made up when the necessity should
arise. Given then the problem of working out an alternating
system which should possess, so far as motors were concerned,
the characteristics of series motors such as were in regular
use, the natural and logical result was the series alternating
motor at low frequency. Once this was obtained, it had, in
addition, the most valuable property of working direct-current
circuits quite as effectively as, and, in fact, rather better than on
alternating-current circuits. Thus was evolved a machine which
could not only work successfully on long lines where a simple
alternating distribution was of primary value, but which could,
in addition, operate with admirable results on circuits such as
are now usual in electric railroading. Mr. Lamme gave a
most interesting account of his work in the evolution of the
type first announced at the Great Barrington meeting of the
American Institute of Electrical Engineers, and later elabo-
rated into its present form, while Dr. Steinmetz contributed
his theoretical consideration of the question in addition to
drawing on his rich practical experience. Owing to the short-
ness of the available time, the discussion had to be cut short
and was held over until Friday, when it was again taken up at
some length. Dr. Duncan, Mr. Sprague, H. W. Leonard, Mr.
Armstrong and several of the distinguished foreigners present
took a hand in this adjourned presentation of the subject. This
session drew out somewhat divergent opinions. The impor-
tance of the work done was fully recognized, but its relation
to the art at large was considered by no means fixed as yet.
Particularly in heavy railroading, there seemed to be an im-
pression that the proposed remedy was scarcely drastic enough
to meet existing symptoms. In fact, considerable doubts were
expressed of the likelihood of the larger railroad work being
taken up to a marked extent in the near future. The require-
ments are of very great severity compared with even the most
ambitious interurban roads yet built. The backbone of railway
earnings is the freight traffic, and any application of electric
power to railway working which is not prepared to undertake
such traffic fails of that completeness which is necessary to full
success. The single-phase commutating motor, even if it fully
meets the requirements of ordinary interurban traction, might
still fall far short of the freight haulage requirements. There
does not seem to be a full consensus of opinion among engi-
neers as to the real value of these novel systems even for in-
terurban working. It seems clear that the types of motor con-
sidered have the very valuable power of working admirably
on direct-current railway circuits. Indeed, it would be strange
if they should signally fail here, for a series-wound mo-
tor with laminated field, low inductance and special precau-
tions against sparking must certainly work on a direct-current
circuit, if anywhere. It is the performance on alternating cir-
cuits that is just now of most interest and will soon be settled
by practical use. There seems to be good reason for thinking
that this will be satisfactory at least for certain cases, and even
if this be all, a very material success will have been scored.
There seems to be little doubt that this d. c.-a. c. series motor
is intrinsically somewhat more bulky and heavy and materially
more costly than the ordinary railway motor at the same out-
put and efficiency. This is perhaps the necessary penalty of its
discontinuous energy supply, and there need be small expecta-
tion that further improvements will modify this relative situa-
tion. Quite possibly we may have an a. c. type not materially
heavier than present standard motors, but, granting this, the
same designing would produce a still lighter d. c. motor,
and the same comparison would doubtless hold as respects
costs. Of course, there are no data as yet on the probable cost
of maintenance and repairs. It is not at all improbable that
these may be somewhat higher on the alternating-current
equipment as a whole than upon the now standard forms.
When judged in comparison with the maintenance and repairs
of the usual long line equipment, including the sub-stations,
the alternating motors should have the better of the argument.
But high cost and possibly high maintenance, may seriously
affect the adoption of the compromise motor in cases where a
large part of the work is likely to be over existing d. c. lines.
By far the best hold of the newcomer lies, it seems to us, in the
lighter suburban and interurban lines having urban terminii.
Suburban work requiring high acceleration will hardly prove a
good field, so far as may be judged by current opinion of the
alternating motor. A fortiori large railway work seems un-
likely to be a suitable field. Most engineers not directly con-
cerned with the production of these motors seem to take rather
a conservative view of the situation, while expressing admira-
tion for the ingenious solution of a most interesting problem.
A few trials on hard-working commercial lines are, however,
more important than anybody's opinion, and we hope they will
soon be had.
426
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
HANDLING TRAFFIC DURING BRIDGE CONSTRUCTION IN
PORTLAND, OREGON
The Morrison Street Bridge across the Willamette River in
Portland, Ore., is being replaced by a new steel structure, and
MORRISON STREET BRIDGE, PORTLAND, SHOWING OLD DRAW AND FALSE WORK
SO AS TO RAISE TRACKS ABOVE FLOOR OF NEW BRIDGE— TAKEN AUG. 28, 1904
with the traffic are by no means small. The old structure was
at an elevation of 38.6 ft. above datum, while the floor of the
new bridge is to be 42.5 ft. above the datum line. The first
thing done was to put in false work the entire length and raise
the floor 6 ft. above the old bridge, thus leaving just enough
room beneath for the placing of the
floor of the new bridge. Temporary
pile bents were put in to support the
floor. Most of them are about 60 ft.
deep, but in some cases 120-ft. piles
are necessary. The steel I-beams of
the new bridge were used for string-
ers on these pile bents. A traveler
was erected by which the old spans
were removed and the new ones
placed in position. The new bridge
is to have two 267-ft. 6-in. spans, one
200-ft. span, a 384-ft. draw span and
600 ft. of wooden trestle approaches,
the total length being 1719 ft. The
new spans were purposely designed
of different lengths from the old ones,
to aid in placing the permanent piers,
which are of the concrete caisson type.
The old bridge was 21 ft. wide, while
the new one is to have a roadway 36
MORRISON STREET BRIDGE, PORTLAND, SHOWING TWO NEW SPANS. ALSO ILLUSTRATING TEMPORARY FLOOR
FOR TRACKS— TAKEN AUG. 30, 1904
it is interesting to note that the work
is being carried on with very little in-
terruption to electric railway traffic.
This bridge is used by the City & Sub-
urban Railway Company for connec-
tion between its loop in the business
center of Portland and several lines in
East Portland, as well as for a bridge
car, which makes frequent trips back
and forth across the bridge. The old
structure was built of wooden trusses
on pile and stone piers, and, as it wa>
deemed unsafe, the city determined to
replace it with a modern steel-truss
bridge. The contract was let to the
Pacific Construction Company, of San
Francisco, and work was begun last
January. One of the conditions of the
contract was that the street car traffic
should not be interrupted during the
entire period of construction more
than a total of thirty days. As about 900 cars cross the bridge
every day, it is seen that the difficulties of tearing out the old
MORRISON STREET BRIDGE, PORTLAND, SHOWING FALSE WORK UNDER TEMPORARY
TRACK ON OLD DRAW— TAKEN JUNE 17, 1904
bridge and putting the new one in place without interfering
ft. wide, with a 7-ft. sidewalk on each side. The railway tracks
will be placed with 9-ft. 6-in. centers (the gage being 3 ft. 6
ins.) on a single floor in the center of the roadway, with a
September 24, 1904.]
STREET RAILWAY JOURNAL.
427
guard timber along the edges of the two wagon roads. The
latter will be paved with wooden block paving.
The accompanying 'illustrations show the method of con-
structing the bridge and of raising the floor and tracks so as to
permit the permanent structure to be placed in position. Two
of the permanent spans are now in place, and during the eight
months of work the car traffic has been shut off but four days.
During that period passengers cross on a temporary foot-path.
It is expected that the work will be completed by the first of
next year. The bridge was designed by F. A. Koetitz, chief
engineer of the Pacific Construction Company, and is being
erected under the direct supervision of F. M. Butler, secretary
of that company. The cost of the entire work will be $400,000,
and will be borne by the city, as it receives its remuneration
from the City & Suburban Railway Company for the railway
service through a rental charge of $1,000 a month.
NEW TERMINAL FACILITIES AT THE MINNESOTA STATE
FAIR GROUNDS
The Twin City Rapid Transit Company, operating in St.
Paul and Minneapolis, has recently completed some very in-
teresting new terminal facilities at the Minnesota State Fair
Grounds. The State Fair is an annual occurrence of great at-
traction to the citizens of Minnesota and its neighboring States,
as it illustrates the agricultural, manufacturing and commercial
resources of the Northwest in a way which is perhaps more
effective than any other method of exploitation. In recent
years the great crowds attending the Fair have made the prob-
lem of transportation exceedingly difficult, as the electric rail-
way facilities were confined to the Langford Avenue double
track on the Como-Harriet line of the company.
All the buildings on the Fair Grounds are of a permanent
character, and this year an important addition to the existing
layout was found in the new Manufactures' Building, whose
erection was made possible by the legislative appropriation of
$30,000, secured by the Northwestern Manufacturers' Associa-
tion. This building is the most substantial structure on the
grounds, being of pressed brick, 120 ft. x 160 ft., with a stone
foundation, concrete floor, and galvanized iron roof, supported
by steel trusses. The architect was C. H. Johnston, of St. Paul.
This and other additions to the attractions of the Fair, led
the officials in charge to expect an unusually heavy traffic dur-
ing the week of its opening and operation, Aug. 29 to Sept. 3,
inclusive, and accordingly a space covering nearly 4.9 acres
was set apart for improved street railway terminal fa-
cilities.
The State Fair Grounds are located in the Midway district
of St. Paul, slightly west of Como Park, and are reached from
either St. Paul or Minneapolis by the Como-Harriet line of the
Twin City Company. The new terminal has wisely been laid
out at a side, rather than the main entrance of the grounds, so
that a considerable part of the traffic coming from St. Paul may
split from the terminal traffic through the passing of the main
entrance by the cars before the terminal is entered. A con-
siderable amount of carriage and pedestrian traffic at the main
entrance was thus freed from the congestion which would
have resulted if all the street railway, foot and vehicle traffic
had been handled at one place.
The accompanying diagram shows the general plan of the
terminal tracks, which occupy a section of the Fair Grounds
700 ft. long x 300 ft. wide, approximately. The area is divided
into two loops, A and B, each of which encloses five parallel
spur tracks for the storage of cars in anticipation of the enor-
mous rush of traffic which follows the conclusion of the after-
noon and evening performances on the race track and at other
places on the grounds. A fence encloses the sides of the
terminal, entrance and exit to and from the grounds being
through ticket booths and turnstiles at the north end of the en-
closure. In general, Minneapolis traffic is handled by the
"A" loop and spur tracks, St. Paul being cared for by the "B"
loop and spurs. A fence separates the two sections, in the
middle of the enclosure. In ordinary operation through cars
from St. Paul to Minneapolis are deflected to the terminal
at the point C; they pass up the east side of the loop "B,"
discharge and load, and pass on to Minneapolis either by the
west side of the loop A or the loop B, depending upon the traffic
on the tracks at any particular time. Local cars from St. Paul
to the Fair Grounds generally follow the same course, re-
turning, however, to the eastbound Como-Harriet track at the
point D. Through cars from Minneapolis to St. Paul take
the switches at E or F, according to the conditions in the ter-
minal, and after traversing the loop corresponding, return
to the main eastbound track at point G or point D. Local cars
v*rret Rii.Journal *" G E F
LANGFORD
NEW STREET RAILWAY LOOPS AND STORAGE TRACKS AT THE
MINNESOTA STATE FAIR GROUNDS
from Minneapolis to the grounds follow the same course,
according to circumstances, returning to the westbound main
line by the switches at H or K. The capacity of the spur tracks
is about 120 cars, and these, added to perhaps thirty cars on
the loops, give a total of 150 cars that are ready for instant
occupancy at the close of the afternoon and evening perform-
ances. The cars in St. Paul and Minneapolis run in one direc-
tion only, being single-ended, so that it is necessary for
stored cars to back upon the stub tracks before taking their
loads. This, however, was done before the rush of traffic
comes. The spaces between the tracks are laid out in gravel
and cinder walks.
The limited space available crowded the switches somewhat,
but the main line movements are so flexible that little trouble
was experienced on this score. A special force of inspectors
and starters was appointed to supervise the traffic in detail, and
428
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
the facilities planned were found capable of handling at least
15,000 to 20,000 passengers per hour, if not more. It was found
that the stub tracks met with special favor among patrons
with families, women and children, who preferred to walk
a short distance to make sure of seats, to standing in the more
crowded cars upon the loops.
NEW BRIDGES AT COMO PARK, ST. PAUL
The Twin City Rapid Transit Company has recently com-
pleted two new bridges at Como Park, St. Paul, which are of
considerable interest both from an architectural and operating
standpoint. Como Park is located on the double-track Como-
Harriet line of the company, and is one of the most popular
resorts of the Twin Cities, being situated between Minneapolis
and St. Paul's thickly settled district, a 5-cent fare being
charged from either place to the park. On account of the
traffic obtaining during busy hours it was found necessary to
improve the existing facilities for handling the crowds, and in
the early part of the summer the bridges were placed in service,
constituting, with the platform arrangements adjoining, a
thoroughly modern type of way station.
One of the bridges is devoted principally to carriage and
FOOT BRIDGE AND CARRIAGE BRIDGE BUILT BY THE TWIN
CITY RAPID TRANSIT COMPANY AT COMO PARK
automobile traffic, the other taking care of the foot passengers.
The foot-bridge is the prominent one in the accompanying
illustration. Both were built primarily to avoid any crossing of
tracks at grade by visitors to the park.
The wagon bridge is about 150 ft. west of the "foot"-bridge,
so called, and is 100 ft. long and 50 ft. wide, with a 21-in. para-
pet of sandstone at each side, the parapet being about 3 ft.
high above the roadway. The roadway is about 40 ft. wide,
leaving space for two gravel sidewalks beside the parapet, each
5 ft. wide. The arch of the bridge is about 40 ft. wide and 21
ft. high, approximately. The bridge is of concrete-steel con-
struction, the facing of the side walls and inner surface of the
abutments being of sandstone masonry. Two qualities of con-
crete were used in the construction of the bridge, No. 1 and
No. 2, respectively. The composition of each was :
No. 1
American Portland cement 1 part
Sand 2 parts
Broken stone 4 parts
No. 2
American Portland cement 1 part
Sand 3 parts
Broken stone 5 parts
No. 1 was used for the arch, piers and beams, and No. 2 for
the abutments. The cement was required to show a tensile
strength of 600 lbs. after seven days, and when mixed with
sand in the proportion of one part cement to two parts sand by
measure it showed a tensile strength of 200 lbs. per square
inch in seven days. Clean, coarse, sharp sand was used and
screened before mixing, and the crushed stone employed was
native blue limestone. The facing of the side walls and inner
surface of the abutments is bonded into the concrete backing
with headers extending at least 18 ins. back from the face, one-
quarter of the facing being headers. The backing of the side
walls is ordinary rubble, and the mortar used in the joints and
arch ring was composed of one part cement to two parts sand.
All the other mortar, except that used in pointing, was of one
part cement to three parts sand.
The reinforcement of the wagon bridge consists of sixteen
steel ribs imbedded in the concrete of the arch. These ribs are
made up of 5-in. 9% lbs. per foot I-beams bent to conform to
the arch curvature. They are in two pieces and are tied to-
gether with five lines of ^-in. round rods extending entirely
across the bridge and secured to the arch ring stone with
dowels at right angles to the face of the joint in the arch ring.
The arch ribs are anchored into the abutments by being riveted
to 2-in. by 2-in. by %-'m. angles. After the completion of the
arches and spandrels, and before any fill was put in, the top
spaces of the arches, piers and abutments and the lower 6 ins.
of the spandrel walls were coated with a heavy coat of semi-
liquid mortar consisting of one part cement, one-half part
slaked lime and three parts sand, spread to leave a smooth
finish, and after this set hard it was given a heavy coat of pure
cement grout.
The foot-bridge is approximately 88 ft. long over the top,
with a 21 -ft. arch. The width of the walk is 15 ft., each side
sloping downward from a center line. Each side is protected
by a handsome concrete parapet 4 ft. 10 in^. high and about
14 ins. wide at the railing. The parapets terminate in four
corner posts 4 ft. by 3 ft. 6 ins. in cross section. Three longitu-
dinal grooves for drainage purposes are cut in the bridge walk,
the foot-bridge likewise being of concrete-steel construction.
Parallel grooves are also cut in the walk several inches apart for
drainage and the prevention of slippage by pedestrians. These
grooves are staggered in the two outer rows. The same qual-
ity of concrete was used as in the wagon bridge, No. 1 being
used for the arch, piers and beams, and No. 2 for the abut-
ments. Native blue limestone was also employed. The steel-
work is of I-beams, five 7-in. ribs being imbedded in the con-
crete of the arch and anchored into the abutment by being
riveted to two 2-in. by 2-in. by %-'m. angle .irons extending
across the bridge. The waterproofing was carried out as on
the wagon bridge.
Between the two tracks which run through both bridges is a
double picket fence of bar-iron 7 ft. high and set 3 ft. from the
nearest rail. This fence extends from the end of the wagon
bridge to the end of the curve that begins at the east end of the
concrete platform which receives passengers as they alight
from the cars on either track. This fence divides the east and
westbound traffic, passengers coming from Minneapolis to
Como Park being obliged to cross the foot-bridge in order to
enter the park, while passengers going to St. Paul from the
park likewise cross the foot-bridge. Matters are made even,
however, by the westbound track, which discharges passengers
from St. Paul to Como without the necessity of crossing the
bridge, and takes Minneapolis passengers from Como in the
same way. A resident of either city who goes to Como is thus
obliged to cross the bridge but once. The picket fence runs
about 100 yds. down the track to the east and perhaps 180 ft. to
the west, so that there is no chance for evading the foot-bridge
and making a dangerous grade crossing by way of short cuts.
In the middle of the picket fence is an inconspicuous padlocked
gate 26 ins. wide for the use of employees.
There are two concrete platforms supplied by the Portland
September 24, 1904.]
Stone Company, of St. Paul. Each is 190 ft. long, 26 ft. wide
in the maximum and 13 ft. 6 ins. wide in the minimum dimen-
sion beneath the bridge arch. On each side of the track is a
plank walk 32 ins. wide set between the inner rail and the
platform. Each platform is made of concrete blocks 24 ins.
square. Gravel ballast is used between the tracks.
On the approach to the foot-bridge the trolley suspension
changes from span to double bracket construction, one pole
being set at each side of the bridge. Figure 8 trolley is used
under the bridges, and over each track at the bridges the trol-
ley wire is supported by two pairs of clips, each pair being
attached to the end of a wooden bar about 8 ins. long. The
bar is hung by an eye from a rectangular iron plate which is
screwed into a wooden base-board about \y2 ins. thick, the
base-board being about 10 ins. long and 6 ins. wide. The
center of each of these base-boards is located about 18 inches
from the edge of the bridge arch. Feeders and arc light wires
are carried in insulating bushings mounted upon wooden bases,
one at each end of the arch center line. A notable feature of
the layout is the use of the straight track in all but about 6 ft.
of the platform run, and the curvature here is so slight as to
amount to nothing as far as passengers are concerned. For
the convenience of passengers four wooden seats with backs
have been provided, two for each platform, beneath the arch of
the foot-bridge. Each of these is 16 ft. long and 18 ins. wide.
The bridges and platforms are lighted by six series arc lamps,
and a locked telephone box is also provided for railway use on
one of the arc light poles. An iron trellis is now being" set up
at the Como Park end of the foot-bridge, and next season this
will be decorated by various floral growths.
As a feature of the landscape, the new bridges and platform
arrangements at Como deserve special praise. Their graceful
design reminds one of the artistic engineering structures of the
European continent, and as additions to the Twin City Rapid
Transit Company's new physical property they deserve more
than passing notice. They exemplify the rapid extension of
reinforced concrete in engineering construction and give the
impression of strength and permanence to even the casual ob-
server. Costing in the vicinity of $15,000 together, these two
bridges mark the passing of experimental construction in work
of this character, and are worthy of imitation in the progressive
practice of the future. The writer is under obligation to Gen-
eral Manager Hield and Roadmaster Wilson, of the Twin City
Rapid Transit Company, for courtesies extended in connection
with this article.
PROGRAM OF THE ST. LOUIS MEETING
Secretary Penington has announced that the St. Louis con-
vention of the American Street Railway Association will be
held Oct. 12 and 13, 1904, on the second floor of the Trans-
portation Building at the Exposition grounds, St. Louis, Mo.
Papers will be presented on the following subjects : "Steam
Turbines," "Reciprocating Engines," "Gas Engines," "Trans-
fers, Their Uses and Abuses," and "Signals."
The week of Oct. 10 will be Street Railway Week, the Amer-
ican Railway Mechanical and Electrical Association holding
its meetings on Oct. 10 and 11, and the Accountants' Associa-
tion, Oct. 13, 14 and 15. Wednesday, Oct. 12, has been desig-
nated as Street Railway Day by the Fair officials. It is ex-
pected that addresses will be made by President D. R. Francis,
Mayor Rolla Wells and Prof. Goldsborough. Headquarters
will be at the Southern Hotel.
The Manufacturers' Committee has prepared a fine pro-
gramme of entertainment for the members of the association.
It will have one of the finest bands in the country, which will
give a concert at the hall before the opening of each session
and numerous concerts during the week.
429
ST. LOUIS STREET RAILWAYS ON ST. LOUIS DAY
On Sept. 15 the people of St. Louis and vicinity turned out to
celebrate St. Louis Day at the Louisiana Purchase Exposi-
tion. Great efforts were put forth to bring out a large attend-
ance. Much depended on the efficiency of the street railway
transportation facilities. When the street railways carried the
World's Fair opening day crowds so rapidly and regularly they
gave the people of St. Louis an idea of what they could do that
was a pleasant surprise, and those who expected that the facili-
ties, ample on opening day, would fall short of promptly taking
care of the much larger crowds on St. Louis Day were agree-
ably surprised. The attendance registered by the World's Fair
turn-stiles was about 400,000, or approximately double the pre-
vious largest day of the Exposition.
The St. Louis Transit Company's traffic figures for the day
were :
Receipts $38,498.12
Revenue passengers carried 788,536
Transfer passengers 363,249
Total, including transfers 1,151,785
The company ran about 1100 cars, which is not much more
than the number now in daily service, but the number of cars
on the lines leading to the Fair was increased by adding a few
cars on each line. The fact of the matter is that on the Olive
Street line, which, being the most direct, gets by far the
heaviest World's Fair travel, cars are operated regularly on
such short headway that more cars can not be added without
having them so interfere with each other as to at least neces-
sitate a much slower schedule and perhaps actually defeat the
purpose of moving the greatest number of people per hour. A
count made at the corner of Olive and Twelfth Streets at 9
a. m. showed forty cars passing in fifteen minutes, or a little
less than three-minute average. This gave a headway so short
that cars interfered with each other slightly, so that regular
speed could not be made, but the interference was not suffi-
cient to prevent moving the maximum number per hour, thus
showing that the company had struck a nice balance between
too many and not enough. The traffic on St. Louis Day was
nearly double the traffic of Sept. 15, 1903, but it is not greatly
in excess o'f the company's regular traffic the past month, which,
of course, includes both the regular traffic and the World's
Fair traffic ; while the St. Louis Day traffic was mainly World's
Fair traffic.
The St. Louis & Suburban Railway Company carried ap-
proximately 141,000 people, of which a very few were transfer
passengers. From 127 to 134 cars were operated.
It was a fascinating sight to see the great continuous streams
of people moving away from the street railway terminals in the
morning and toward them afternoon and evening without in-
terruption due to any hitch in the car service or inability to
carry the people as fast as they came. All the way out Olive
Street nothing but a continuous string of cars was to
be seen.
Three kinds of terminal loops are in use at the Fair Grounds.
The Suburban has an enclosed loop with gates, opposite which
gates the cars stop and receive passengers at front and rear
platforms. The fence is directly alongside the track, and
passengers are not admitted to the loop except as they pass
directly through the gates onto the car platforms. The St.
Louis Transit Company's Olive Street loop has ticket-selling
booths and turn-stiles, as explained in previous issues of this
paper. Other loops are entirely open.
The smooth performance of the street railway service has
elicited many kind words from St. Louis press and public for
Vice-President and General Manager Robert McCulloch, of
the St. Louis Transit Company, and John Mahoney. general
superintendent of the St. Louis & Suburban Railway Company.
STREET RAILWAY JOURNAL.
43°
STREET RAILWAY JOURNAL. [Vol. XXIV. No. 13.
THE PROCEEDINGS OF THE UTICA CONVENTION
The twenty-second annual convention of the Street Railway
Association of the State of New York met at Utica, Sept. 13
and 14, and was very largely attended. The meetings were
held at the new Century Club auditorium and, as mentioned
in the last issue, a number of exhibits were made in the same
building. A report of the business sessions of the meeting is
published below :
TUESDAY MORNING SESSION
The meeting was called to order by President E. G. Connette
at 10:45 a- m- On motion of C. L. Allen, duly seconded and
carried, the official registration made by the secretary was ac-
cepted in lieu of the roll call.
On motion, duly seconded and carried, the minutes of the
preceding meeting, at printed, were approved.
The president then introduced Hon. Charles A. Talcott,
Mayor of the city of Utica, who welcomed the delegates to
Utica in a felicitous speech.
The President — In behalf of the association, I thank you for
your kind and cordial welcome.
The secretary, W. W. Cole, then read the report of the execu-
tive committee, and of the secretary and treasurer, both of
which were approved.
The secretary then read a communication from the Central
New York Telephone & Telegram Company, offering the facili-
ties of its service to the delegates during the convention. The
thanks of the association were tendered to the company for
this generous offer.
The president then read his annual address, which is pub-
lished in abstract below :
PRESIDENT CONNETTE'S ANNUAL ADDRESS
President E. G. Connette, after reviewing the salient points in the
progress of the traffic industry in the State since 1811, said:
"While the year past has not been as thrifty and prosperous as
the preceding year or two, still the gross earnings of the street
railroads of this State for the last fiscal year show a healthy increase
over the previous fiscal year.
"The increase in the operative mileage of street surface rail-
roads during the past year was 11 1.9— a large majority of which in-
crease is interurban mileage.
"According to the last annual report of the Board of Railroad
Commissioners, the casualties on street surface railroads are less
than they were during the preceding fiscal year, which is encourag-
ing, and shows that the roads are being operated with more care
and improved methods. Defects in methods of train despatching
on electric railroads has resulted in more serious accidents during
the last year than from any other cause. Head-on collisions have
occurred on two roads using the most approved systems of train
despatching. A more perfect method of operating cars by train
signals should be devised, if possible, to prevent collisions, or some
other means adopted by which such accidents can be avoided.
"The increase in the freight and express business on electric
railroads during the past five years is shown by the following table :
Year Tons
J899 120,940
l** 133.343
TQoi 237,311
r9°2 394,641
r903 516,470
"This indicates that the package or parcel business is increasing
rapidly, but there is yet a large field for development in this line.
The running of express service on electric roads creates a con-
venience which can scarcely be appreciated until it has been tried.
It connects the jobbing house in the city with the hamlet and vil-
lage store, so that they can replenish their stock of goods from
time to time with promptness and with much less expense than
under the old methods, and furnishes the farmer a quick and easy
market for his produce; the future of this class of business and
the advantages to the public thereby can scarcely be estimated.
"Interesting papers have been prepared and will be read before
this convention upon the subject of freight and express business
on electric roads, and I trust that the convention will give particu-
lar attention to this as one of the liveliest subjects to be developed
by the street and interurban roads.
"There was no legislation enacted during the past year which
adversely affected the street railway interests of this State; while
there was some legislation which more or less benefited some of
the roads.
"The development by the electrical companies of the compen-
sated a. c. railway motor is a long step forward, as the advantages
of this system are the lesser cost of conversion and distributing
and reduced operation in sub-stations. Its application is especially
desirable where the density of traffic is low — that is, where a more
or less infrequent service is maintained over reasonable distances,
or where a more frequent or heavy service is maintained over dis-
tances greater than are now customary in direct-current work. It
is also particularly applicable where trains are run in such large
numbers that the current drawn from the line at a given point is
very large and would necessitate converter sub-stations at frequent
intervals if direct current was used. Where large loads are con-
centrated at a few points on the line as against the load uniformly
distributed over the whole system, or where the cost of motor car
equipment is small compared with the cost of transmitting and
distributing, the a. c. system is most suitable. These motors have
a decided advantage from the fact that they can be used either
with a. c. or d. c. current.
"As a matter of statistics, it is doubtless interesting to know that
the average number of persons employed on all street surface rail-
roads during the past fiscal year was 30,028, and that the amount
paid out in salaries and wages during that time was $17,841,895.49.
It is not only interesting from a statistical standpoint, but it gives
an idea of the large number of men and the immense amount which
is paid out in wages, which should in itself accentuate the impor-
tance of the State association in representing an industry of such
large proportions.
"The committee appointed at the last meeting of the association,
at the instance of the State Board of Railroad Commissioners, to
act jointly with the American Society of Electrical Engineers and
the National Board of Underwriters for the purpose of making
high voltage tests, to determine the danger of transmission lines
under present methods of construction, have performed their duty
in a zealous and commendable manner. I especially call the atten-
tion of the association to their report, which will be submitted at
this meeting.
"The standard rules committee have done excellent work in
connection with their duties. Their report has been printed in
pamphlet form, showing the rules as now recommended, together
with reports of the minutes of the committee, showing why certain
changes have been made.
"The work on the system of interurban rules has not yet reached
a point which is entirely satisfactory to the members of the rules
committee, but they have incorporated in their report certain
recommendations in regard to interurban rules.
"This committee should be continued in order that the work of
standardization may be perfected, especially so far as interurban
rules are concerned, and I would suggest that this committee espe-
cially consider the question of train despatching.
"The cordial relations existing between employees and the street
railroad companies of the State is a pleasing condition, and is
doubtless due to the up-to-date methods in the management and
control of men. No concern which employs men can reach the
maximum of success and attain the best results without a thorough
co-operation of its employees. All men are human and the posi-
tion they occupy in life should not effect their self-respect. The
Golden Rule applied to the management of employees is one which
will always bring good results.
"There is a common interest among the street railroads which
can only be fostered and protected by united action. This associa-
tion was organized for the purpose of attaining the end suggested ;
that is, to provide the avenue for unifying the work, and caring for
and looking after the interests of the street railroad companies of
this State, and every street railroad company in the State should,
therefore, become a member. Nearly all of them are, but there
are yet a fewr roads which have, for some reason, never joined the
association, and I therefore respectfully suggest that every effort
be made to have every street railroad company in the State become
a member of this association. It is not only beneficial from the
standpoint of looking after the common interests of its members,
but the annual meetings are becoming more and more popular and
interesting. The papers submitted and the subjects discussed are
of such a nature as will harmonize the ideas of management and
develop up-to-date plans for the proper operation of the different
departments.
"A 'question box' has been introduced as a new feature of the
programme at this meeting and an interesting discussion of the
various topics contained therein is desired.
September 24, 1904.]
STREET RAILWAY JOURNAL.
43i
"One of the pleasant features of our annual meetings is to meet
the supply men and greet them in a social way, and the large num-
ber which are in attendance at this meeting is a reassurance of
their unflagging interest in and good will for this association.
"In closing, I do not forget to express my hearty thanks and
appreciation for the loyal and active support of the executive com-
mittee, and for the live and active interest of the members and
friends of the association and especially the Street Railway
Journal in the effort to make this meeting an interesting and
pleasant occasion.
The association has shown its usefulness and importance in the
past several years, and its importance and usefulness can yet be
increased and broadened, and I therefore bespeak for the associa-
tion the same hearty support and co-operation of its members,
officials and executive committee as has been contributed during
my incumbency as president of the association.
The President — The next order of business is the reading
and discussion of the papers which have been prepared for this
meeting. The first paper which will be read has been prepared
by M. G. Starrett, chief engineer of the New York City Rail-
way Company. Mr. Starrett is unavoidably absent, and W. B.
Reed will read the paper.
This paper is published elsewhere in this issue.
The President — I will ask C. E. Roehl, of the Brooklyn
Heights Railway Company, to lead in the discussion of this
paper.
Mr. Roehl — I am sure we have all enjoyed the reading of
Mr. Starrett's paper. The Metropolitan Company, I believe,
marked an era when it started in with a large a. c. station and
distributing by high-tension feeders to sub-stations. We in
Brooklyn have not quite as large a plant as the Metropolitan
system, but we will approach it gradually. In four years we
have doubled our power output, and if the plan of our oper-
ating department this winter is carried out, we will have trebled
it; in other words, we will have it developed 300 per cent over
what it was four years ago. Brooklyn began in the early days
with electric traction, and it has, therefore, a number of small
direct-current stations. Four years ago we started a 32,000-hp
combined a. c. and d. c. power station. This station is now in
operation and has been for about six months, and we are able
to get some results from it. Since that time, last summer, we
started with a new station, entirely a. c. This station when
completed will be about 100,000 hp. This, I think, is one of
the largest stations yet planned. Like the Metropolitan, we
have the 6600 volts three-phase alternating current, with six
sub-stations. We have storage batteries in two of them. These
batteries were fallen heir to, and we did not feel disposed to
throw them out, and so we are still using them. We are not,
however, using storage batteries in any of our new sub-sta-
tions. A careful study of the Brooklyn situation shows that
we cannot build the same kind of sub-stations that the Metro-
politan system did. I think that company has rotary sub-sta-
tions of 10,000 kw. Our largest sub-station is 6000 kw, and
most of them are 5000 kw. Our standard rotary unit is 1000
kw. Where the territory carries more than a 5000-kw load,
we find it is cheaper to revise the boundaries of the sub-sta-
tion district and build another sub-station, finding that it is
cheaper than the expense of maintaining one station with
longer low-tension feeders. In our new plan for our new
power station we have decided to change to 11,000 volts. We
find that we will make a saving of about $300,000 in our high-
tension feeders alone after changing our present a. c. gen-
erators from 6600 volts to 11,000 volts. We propose to re-
wind them so that they can be operated either at 6600 volts or
11,000 volts on the star connection with neutral grounding.
Our high-tension feeders are not insulated as heavily as the
Metropolitan. Whereas they use seven thirty-seconds of an
inch paper insulation around each conductor, we use five and
a half thirty-seconds around each conductor. We have also
adopted as a standard feeder 250,000 circ. mils. That is uni-
form throughout. We carry about 2500 kw per feeder. To go
back to the size of the sub-stations, we have now six sub-sta-
tions, and we are planning to have fourteen. I was very much
interested in the statement of Mr. Starrett that they were able
to save $1,650,000 in their a. c. distribution as compared with
a number of d. c. stations. That figure compares very closely
with the estimate which we made four years ago on our
Brooklyn station. We found that we were able to save about
a million and a half dollars by using a. c. distribution as com-
pared with sub-stations for the direct current. Our station, as
compared with the Metropolitan station, has smaller units.
We have 4000-hp engines and 2700-kw generators, as against
the 3500-kw generators in the Metropolitan system. Our cost
of coal is somewhat less. I note that Mr. Starrett states that
67 per cent represents the coal cost. Ours is 65 per cent. That
is explained by the fact that we use a very low grade of hard
coal, No. 3 buckwheat, paying about $1.45 a ton for it. On the
other hand, our labor cost is somewhat higher. We have 24
per cent as against 19 per cent for the Metropolitan. This is
probably due to the fact that we have entirely hand-firing boil-
ers, it being impossible to burn so low a grade of coal with the
automatic stoker, which is used by the Metropolitan, I believe.
Having both direct-current stations and a. c. distribution, we
have an opportunity to compare the old method with the new.
It is cheaper for us to generate the alternating current and
send it out over high-tension feeders and distribute it from
the rotary sub-stations than it is to generate the current at
our direct-current stations. That reminds me of an editorial
which I read in the Street Railway Journal recently, ques-
tioning the advisability of using the alternating current, and
citing the case of the Boston Elevated. There, I think, the
lowest cost of their direct-current system is seven-tenths of a
cent per kw-hour. We are able to beat that at our sub-stations
thus far; so that I think that the Boston Elevated Company
can probably beat its present figure by going into the a. c.
distribution.
H. H. Vreeland — I want to say one word with reference to
the ancient history which has been mentioned, and which is
chiefly valuable to the association when it is remembered that
the Metropolitan station now being discussed was planned in
1897. I recall a series of conferences held at that time between
some of those interested in the property and various electrical
and mechanical engineers as to whether it was safe to attempt
to build that character of station and use that character of dis-
tribution. In fact, some of the financial interests connected
wih the property, and who had large interests in other sections
of the country at the same time, were getting ready to build
d. c. stations. The lesson to the members of the association,
particularly to the younger men, is that they have got to study
very hard to keep up with the procession. It was only the
other day that this association was considering what was the
best medicine to remove botts from horses and what was the
best horse feed: then there was the question whether elec-
tricity was practical at all ; then the question whether we need
have high-tension power stations. Now it is a grave question,
considering Tesla's latest developments, whether we will re-
quire any stations— d. c. or a. c— at all in the next year or two.
Mr. Ely— I regard this paper on power distribution as one
of the most important I have had the pleasure of hearing or
reading at any of these conventions. Of course, we are here
to get the greatest possible amount of benefit. We all know
that there are no questions which are more important to our
business than those of power generation and distribution, and
we all recognize the truth of the idea suggested by Mr. Vree-
land, as to the rapid advance of the art— the doing away with
old things by the new within so short a period of years that it
seems almost incredible. Just a word in illustration of that.
At Niagara Falls, when the plans were being matured for
power house No. I of the Niagara Falls Power Company, or
rather just prior to that, in about 1890, George Westinghouse,
of Pittsburg, visited the Falls and talked with the people who
432
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
were promoting that power enterprise, and suggested that it
was a great mistake to think of distributing that power by
means of elecricity. He suggested as the result of their ex-
perience that compressed air be considered for the purpose of
distribution. In 1895, or about that time, five or six years
after Mr. Westinghouse made that statement, the first current
was turned out of the power house, and the 5000-hp generators
that supplied the alternating current were manufactured by
the Westinghouse Company. I don't know of anything that
better illustrates the rapidity of advancement in that part of
the art than the fact mentioned. In 1899 the International Rail-
way Company installed a power distribution at Buffalo, con-
sisting of sub-stations arranged for the stepping down and dis-
tribution of the alternating current from the high-tension lines
of the Niagara Falls Power Company. Since that time some of
our sub-stations have been consolidated. I would like to ask
of Mr. Vreeland the distance between the sub-stations of the
Metropolitan at 129th and 146th Streets?
Mr. Vreeland — It is about 1 mile.
Mr. Ely — As a result of your experience, Mr. Vreeland, is it
more economical to maintain two sub-stations at distances of a
couple of miles apart than it would be to consolidate those two
sub-stations into one? Of course, I mean to leave out of con-
sideration the question of cost of real estate and all that sort
of thing. If you had to do it over again, would it be better to
consolidate those two sub-stations than to maintain two so
close together? ,
Mr. Vreeland — The stations referred to were placed where
they are for peculiar local reasons. There is a very heavy
grade both ways on Amsterdam Avenue from 128th Street,
and very heavy service — one of our heavy lines on which cars
on holidays and Sundays are run on about twenty-second in-
tervals. A very long hill runs nearly two-thirds of the dis-
tance to the next power station. It is more economical to dis-
tribute from this point. Probably if we had had the present ar-
rangement originally, there might have been some changes.
When we built the Ninety-Sixth Street station our operation
was confined entirely to Manhattan Island and the lower sec-
tions of the city. The Third Avenue Railroad, to which we
fell heir, had its station and sub-stations under contract and
partially constructed when we took the road over, and it was
principally a question of getting the system completed and in
operation at as early a day as possible, as they did not have
sufficient power for their operation, so that less consideration
was given to these points. But in direct answer to your ques-
tion, the stations would have been arranged in that way, owing
to the peculiar conditions.
Mr. McNamara, of Albany — Before passing from this sub-
ject of the generation and distribution of power, I would like
to call the attention of the convention to the fact that Mr.
Starrett says in his paper that, with a few exceptions, a storage
battery is installed in connection with each sub-station. The
gentleman from Brooklyn, however stated that they were
using storage batteries inherited from their predecessors, and
that with their new power house they were not going to install
storage batteries. It has been a question with me why those
using storage batteries have not inquired why the gentlemen
in Brooklyn are not going to install storage batteries in their
new power house.
Mr. Roehl — I will answer that by saying that it would take
a very large battery to smooth out the fluctuations in the load
of an elevated railroad — an excessively large and excessively
expensive storage battery. It will do it, as we know, from the
Metropolitan condition; but we don't find it to be satisfactory
with an elevated road.
Mr. Vreeland — The chief thing that led us to consider the
storage battery in connection with our sub-stations" was the
enormous loads that we carry. A drop in our voltage slows
down our speed, and we have to keep up our speed to the maxi-
mum to conform to any schedule at all. The loss in time on
our schedule is a very serious matter with us, and causes a
congestion of cars in many localities. We found that we must
keep a voltage of 550 absolutely to meet that condition, and
that was one reason why we went so largely into the use of
storage batteries. Another reason was that our service is very
heavy eighteen hours a day on our principal lines. We have
a peculiar condition in New York with the theater section and
the club section. Take first the theaters from Twenty-Third
Street to Forty-Sixth Street on and adjacent to Broadway.
With the new theaters, they have a seating capacity of 68,000
people, all of whom are discharged on Broadway at night in-
side of about ten minutes. Taking this in connection with the
club service, our traffic is extremely heavy at such times, and
in order to do the work we had to have the relief of a storage
battery. Again, on some of the east side lines, we have carried
our load from 12 o'clock or 1 o'clock in the morning to 4 o'clock
on our batteries, and then shut down the power station com-
pletely to do work that was necessary on the equipment. This
is a great advantage ; but, as I said, an important reason, and
a very important one, was that the drop in voltage affected our
service in the central lines and all of our more important heavy
lines.
Mr. McNamara — Inasmuch as the United Traction Company
has invested about a hundred thousand dollars in storage bat-
teries, I am very much gratified to learn that we have got some-
thing which is useful.
T. E. Mitten, of Buffalo — I want to say something of our
experience with storage batteries. We are rather dissimilar
in conditions from almost any other system, in that we use a
very large proportion of power generated at Niagara Falls.
It is supplied to us twenty-four hours in the day, 365 days in
the year. We have only about a 33 per cent load factor, and
while we purchase 8000 hp from the Falls, a portion of the
time we only use perhaps 2000, so that we have 6000 hp for
six hours out of the twenty-four going to waste, except so
much as we are able to utilize in the storage batteries.
Then we find, too, that our storage battery eases up on our
machines and relieves them of the great strain of the fluctuating
load. We have combined some of our sub-stations. One of
our reasons for that is that by that means we are able to cen-
tralize our storage battery nearer the center of the load, which
enables us to use it to much better ladvantage.
The President — We will now take up the next paper on the
programme, "Maintenance of Electric Cars and Their Equip-
ment," by H. A. Benedict, of the United Traction Company, of
Albany and Troy. (This paper is published elsewhere in this
issue.)
R. E. Danforth, of Rochester — I would like to ask Mr. Bene-
dict concerning his inspection. The methods differ somewhat
in the frequency with which cars are brought into the shop
and overhauled. The practice in some cities is to overhaul
cars according to the calendar — that is, every three to six
months. In other cities it is according to the mileage made
by the cars, the number of miles being determined by the
equipment and the character of the service. It seems to me
that the latter method is the more economical generally, as the
older types of motors require careful overhauling after 10,000
miles to 15,000 miles, while modern motors may possibly run
25,000 miles. The practice followed in our city has been along
the latter line. The cars are generally overhauled — trucks,
motors and bodies — on that basis, depending on the equipment,
which brings the cars into the shop on an average of every
four months. On the third visit of the cars to the shop the
bodies are revarnished. In the daily inspection the work is
only carried so far as is necessary to keep the car in good
operating condition in respect to trucks, controllers, wheels,
commutators, brushes, etc., including the inspection of the
lubrication. Mr. Benedict referred to the matter of lubrica-
September 24, 1904.]
STREET RAILWAY JOURNAL.
433
tion in his paper, intimating that he preferred oil. I believe
that is a subject which might be discussed somewhat profitably,
and I would like to know what experience he has had in the
use of oil on motors.
Mr. Benedict — The experience that we have had with oil
has been that we do not get hot bearings as we do with grease.
The difficulty comes in the use of oil on the older type of
motors, which motors were designed for grease boxes. For
the use of oil it has become necessary to design a box which
will go inside of the grease box, and by means of a peculiar
method feed the oil to the journal. We have used oil to a con-
siderable extent and the only difficulty that we have had with
it is in regulating the flow of the oil.
Mr. Mitten — I have made some study recently of the methods
adopted by different railway companies in their care and main-
tenance of cars, and I have found that in two of the larger
cities quite a change is being made. In fact, they are advo-
cating doing away entirely with car storage in car houses, and
letting their cars stand out at night. The inspection is done
at the ends of the line during the day instead of at night, as it
is done now by many, and as it was formerly done by us all.
While at the first glance this seems to be a questionable pro-
ceeding, I have found that in many cases of car house inspec-
tion, where car houses were originally built for horse cars, the
pit capacity was inadequate, and the inspection was such that
it did not recommend itself to me at all. The railways that I
speak of placed their inspectors in the morning at the ends of
each line, and they inspected the cars as they passed. Usually
the car stands the interval between cars — that is, the headway
of five minutes or ten minutes, as the case may be. In the
meantime the crew takes the following car. We had some ex-
perience last winter in attempting to house some of our cars
out of doors, with not very good results. We found that the
working parts would stiffen up and the grease would freeze
and we would have rather bad work on our first two or three
trips in the morning, particularly after heavy snow falls. Our
car roofs would also become covered with snow and the win-
dows would be obscured. What I am trying to emphasize par-
ticularly, however, is whether we do get proper inspection at
night, and whether in many cases we do not run our cars until
something breaks or the armature gets down on the bearings,
or something of that kind. It seems to me that the daily in-
spection at the ends of the lines, unless the car house facilities
are of the best, could be done better than if an attempt is made
to do it in car houses such as I have seen in many cities built
for horse cars. The cars are crowded in with no possibility of
getting under the cars. Now compare the inspection under
these conditions with that at the end of the line, where the
crew bringing the car into the end of the line can readily tell
the repair crew of any particular trouble that they are having
with the car. It seems to me it is well worth considering
whether that is not the better method, considering our car
houses, than the one which is in general use.
Mr. Ely — I have a fact to relate which may not prove un-
interesting in this connection. I first heard of the proposition
of "housing cars out of doors" a year ago last February, com-
ing from the meeting of the executive committee of the Amer-
ican Street Railway Association which was held at Saratoga.
The statement was made to me that in certain places that
method was about to be tried, and I asked the gentleman who
spoke about it what precedent could be cited for such treatment.
He said: "Why, steam railroads keep their cars out doors
either all or a large portion of the time." The difference that
suggested itself at once to my mind was that the electric car
is not only a passenger coach, but it answers also to the loco-
motive of the steam railroad; and I said to him: "But you
don't know of any place where steam roads keep their locomo-
tives out of doors?" They always provide storage for them.
For electric cars it would seem to me economy would require
other treatment than that suggested. We have had the ex-
perience cited by Mr. Mitten. While at St. Louis last Satur-
day, I met the same gentleman again and we had a further dis-
cussion, and at the end of two years' experience on his part,
and after having been in consultation with a number of others
who were trying this method, he confessed to me that he would
not care to go on record in favor of any such proposition if
there were any way of avoiding it.
Mr. Cole — I have some figures that I have been collecting
that may be of considerable interest on this point. Our man at
the switchboard puts out a chart of the car operation each day
which shows the coal consumption per kilowatt-hour and also
the temperature and the mileage. It is of considerable interest
to know that the coal consumption follows the temperature
very much closer than it does the mileage. We had one car
house near which we had a power station, and we heated the
car house from our station. This plan was abandoned, but
early in the winter the switchboard man began to complain
that the cars starting out of this house, for some reason, used
an excessive amount of power. Tests were made, and it was
found that a car 38 ft. long, equipped with two 35-hp or two
50-hp motors, would average a consumption of current of about
160 amps, to 171 amps., but the same car starting out of the
car house in the morning with the journals all freely lubri-
cated, would consume from 50 amps, to 60 amps., so that sub-
urban cars starting from this place would use about three
times as much current as they did ordinarily. I think that when
you consider that running the cars represents only about 7J/2
per cent of the original energy of the coal pile, while in using
the coal to heat the car houses directly you are getting prac-
tically all the energy out of it, it is very much cheaper to heat
the car house and start the cars out warm in the winter
months.
Mr. Ely — I am a great believer in the experience of other
men and the things that come to us from a close observance
of the common happenings of life, the things that pertain to
the great mass of people. Now, traveling through the country
in a wagon, what better indication of the character of the farm-
ers, their credit at the bank, their standing among their neigh-
bors and in the community could be afforded than by this : We
pass the farm of A and observe that his barnyarn, his wood-
shed and other buildings are in good order, and the yards are
clean and free from all kinds of incumbrances. Then we come
to the farm of B and observe a valuable reaper "stored out of
doors" instead of being run in the barn. I do not wish to en-
large upon the difference; that thought is not in my mind; but
wherever you have observed a farmer who leaves his ma-
chinery out of doors you find a chap who has no credit at the
bank and he has no standing anywhere. And if we leave the
valuable machinery used in these great enterprises out of doors
in the storms, it would not take long for one to draw the same
comparison as between the farm of A and the farm of B.
Mr. Benedict — I think all of us have been apt to neglect the
proper inspection of our cars, and on account of improper in-
spection perhaps we have had many extra expenditures at the
power stations and many extra expenditures in our repair
shops. In our operation our cars are brought into the house
from thirty seconds to perhaps a minute and a half or two
minutes' headway. With that headway inspection has been
made of portions of the cars while passing over the inspec-
tion pit. We have pits under each entering track, and try to
make a thorough inspection. Within the past year or so we
have been paying much more attention to giving the cars care-
ful inspection. We now test carefully our circuit breakers,
and we have found a great benefit to be derived therefrom.
We are also careful to test our wheels and armatures in the
house with proper appliances, and pay especial attention to the
cleaning and examination of the controllers, and we have
found that it has saved us considerable in expense and in many
434
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
ways been a great advantage. It is pretty difficult to inspect
properly a car operated with an underground current of elec-
tricity where we cannot have pits. In the use of the overhead
trolley I think the proper method of building the house is to
build it all pits. It gives the men opportunity to thoroughly
inspect the under portions of the car. I think we also should
try and have our tracks laid further apart in the house than
has been the general practice, so as to enable the men to get
around them and make proper inspection. This is a matter
that is deserving of considerable attention.
Mr. Allen — I would like to ask Mr. Benedict which method
of inspection he prefers, an inspection on the mileage basis or
an inspection on the time basis, after a certain number of
months have passed ?
Mr. Benedict — I prefer the time method — that is, not in
months, but in days. I believe that a car that goes out and
runs for eighteen hours should have its working parts thor-
oughly inspected each day. In reference to bringing the cars
in and overhauling them every four or five months, our experi-
ence has been that we have to bring the car in and change the
wheels oftener than every four to five months. And when you
have to change the wheels in a car that is the time to put the
truck in perfect shape before it goes underneath the car again.
I believe that a man who is an inspector should be as well
paid as any man in the maintenance department which is doing
the labor.
Mr. Rockwell, of the Syracuse, Lakeside & Baldwinsville
Railway Company — I would like to say a word or two in re-
gard to the inspection of cars. I don't think we have gone
into details sufficiently. The mere taking out or examination
of portions of a car I do not consider inspection by a good deal.
It seems to me that the principal portion of the running part
of a car is composed of simply two things: one is to make the
car go and the other is to be able to stop it. Therefore, the
motor and the brakes are the vital points about a car. There
are very few other things in connection with a car that would
seem to me likely to lead to the causing of an accident or ham-
pering the road by stalling the cars in any way. I believe that
the only way that you can operate a road which is carrying a
great many people with frequent service, is to inspect the cars
so thoroughly that there is no question when they go out of
the car house that they will come back in proper condition,
barring possible accidents or collisions. The only way to do
that is to have a systematic way of inspecting your cars. In
order to do that the motors have got to be taken down, the
copper dust and the carbon dust swept out — cleaned all
through, the commutators thoroughly examined and put back
in place. That should unquestionably be done on the mileage
basis ; days and months have nothing to do with it. It fre-
quently depends on the business done, whether the car is in
use or not. When I was running a certain road operating
eighty-eight cars on a minute headway, I established a system
of inspecting a car every time it ran 3000 miles. Now that
mileage will not be considered sufficient by many managers.
A car may be able to go 5000, 10,000 or 20,000 miles, but
in my estimation it is best to say from three to six. Every
time a car made 3000 miles I brought it to the car house and
had it entirely overhauled, the same as if it had been in a
smash-up, leaving nothing untouched. Understand, that is in
addition to the ordinary twenty-four-hour inspection, as to the
controller and such things. This is more particularly true of
the motors and brakes. Thoroughly test them. I believe in
putting the full test on your brake chains. In that case the
result was that we ran the road for over three years without
having a car stalled on the line from any motor defect. I
don't think you can do it in any other way than a systematic
way of that kind. If you keep track of your mileage you know
just where your car is. One word in regard to storing cars.
I think the only excuse for not housing cars is that you haven't
got the money — and that is inexcusable. My experience is that
the cost of the paint alone on the cars would pay the interest
on four times the price of a car house.
The president then announced the appointment of the nomi-
nating committee, which consisted of Mr. Vreeland, of New
York; Mr. Ely, of Buffalo; Mr. Rogers, of Binghamton; Mr.
Shannahan, of Gloversville, and Mr. Clarke, of Syracuse. The
convention then took a recess until 2 o'clock.
TUESDAY AFTERNOON SESSION
The President — The first order of business is the report of
the standard rules committee, of which Mr. Mitten is chair-
man. I would like to say in connection with this report that
it has been printed in pamphlet form and distributed through-
out the convention hall, so that each member can secure a copy.
Mr. Mitten read the report of the standard rules committee.
Mr. Mitten — I want to say that the association is much in-
debted to Mr. Barnes for his assistance in the rearrangement
and revising of these rules. He attended our meetings in New
York and went over the whole matter very carefully with us,
and the thanks of this association are due to Mr. Barnes and
the commissioners. Many suggestions have been received by
the rules committee as to changes in the code. The main point
which we have tried to cover has been to so arrange the rules
under the different headings as to permit of changes being
made by a continued rules committee as they might find neces-
sary. Under the old arrangement of the rules, where the num-
bers ran consecutively from one to the last number, and differ-
ent headings were inserted, it was absolutely impossible to in-
sert rules pertaining' to any of the headings without dis-
turbing the arrangement of the numbering. But with the wide
scope now given between the numbering of the three sections,
there is abundance of room for the addition of rules required
by various systems without in any way interfering with those
rules which have been made standard.
On motion of Mr. Allen, duly seconded, the report of the
standard rules committee was adopted.
The President — I believe that Mr. Barnes, representing the
State Board of Railroad Commissioners, has some remarks to
make in regard to the rules. We will be pleased to hear from
Mr. Barnes.
Mr. Barnes — I want to take this occasion of expressing my
gratification at the adoption by this association of a standard
set of rules. My position has given me opportunities for ob-
servation which have impressed me with the importance of the
adoption of a set of rules by the State Association perhaps
more forcibly than some others. In the investigation of acci-
dents the necessity for such a set of rules is very apparent. I
find that accidents may happen on railroads that are governed
by proper rules, and I can add that accidents will happen on
railroads that are not so governed. It would surprise the
members of this association who have expended time and study
on the question of rules to know how many railroads are oper-
ated without any attempt at rules, and it would surprise some
of the larger managers to know how closely situated to them
are railroads that are operated without any attempt at govern-
ment of employees or discipline by rules. While the rules per-
haps have not been extended as far as might be wished, the
work done by the committee on rules is certainly a gratifying
one, and they are entitled to the thanks not only of this asso-
ciation, but of every street railroad man in the country, and
for my part, as I said before, I wish to express my gratification
that such a set of rules has been adopted.
Mr. Fassett, of Albany — As a member of the rules commit-
tee I want to have placed on record the appreciation which
that committee feels for what Mr. Barnes has done for them.
Mr. Barnes, as the representative of the Railroad Commission,
has met with the committee on rules, has helped us, and has
done a great deal of work for us which is not understood by
the association generally. I move that a vote of thanks be ten-
September 24, 1904.]
STREET RAILWAY JOURNAL
435
dered to Mr. Barnes for the work that he has done in assisting
the committee to get up this standard set of rules.
The motion was duly seconded.
The President — I think it is eminently proper that this asso-
ciation should express its appreciation of Mr. Barnes' services.
I know personally that he has contributed valuable service to-
ward the compilation of the standard code of rules. I know
that I, as one member of the association, appreciate what he
has done. Gentlemen, the motion is before you.
The motion was carried unanimously on a rising vote.
Mr. Allen — Unless I am out of order, it seems to me that a
vote of thanks is due to the members of the rules committee,
and I think a resolution should be passed by this convention
continuing this committee for another year. In the report that
has been made by the rules committee they do not ask a com-
plete adoption of all of the rules. They refer to the fact that
there is much work to be done in the future. That being the
case, I w ould move you that this committee be continued in the
future.
The motion was duly seconded and carried.
Mr. Van Etten not being able to be present, the secretary
read the paper prepared by him and which is printed elsewhere.
Mr. Clark, of Syracuse, then read a paper on "The Question
of Freight," prepared by L. W. Serrell, consulting engineer of
the Oneonta, Cooperstown & Richfield Springs Railroad Com-
pany, and George Dunford, the general express agent of the
Utica & Mohawk Valley Company, read a paper on "A Method
of Handling Interurban Express Matter." Both of these papers
are printed elsewhere in this issue.
The President — I know that the convention would be pleased
to hear from Mr. Sanderson, who has charge of the express
business on the lines of the New York City Railway Company.
Mr. Sanderson, of New York — The express company which
conducts the business on the lines controlled by Mr. Vreeland
began business some three years ago. We began with the idea
of doing a local business, but we found that to get any local
business at all we were compelled to adopt the same rates as
our competitors. It may be surprising to the members of the
association to know that there are over 3000 local expressmen
in New York City. The average express company (so-called)
may consist of a man and his son, operating two wagons, run-
ning from one point to another. They get a very good income
and they make rates which are sure to get them business. In
order to get that business we had to adopt rates which were
such that we made a loss. The only arrangement we were able
to make with the old-line companies was for territory which
was not profitable. If the territory was profitable they took it
themselves. We were able to undertake the collection and de-
livery of matter for two old-line companies in sections which
they did not care to cover with their wagons. Our chief trou-
ble was in our wagon experience. Sixteen per cent of out-
total expenditure was in horses and wagons and stabling. I
notice in one of these papers a list of the gross income from
various localities in this State. The Metropolitan Company
did more business than all those companies put together. The
only reason why we found local business unprofitable was by-
reason of the short haul. As stated in one of these papers, it
costs as much to transport a package a short distance— to put
it on the wagon and carry it to the station and load it on the
car and carry it to another depot and then retransfer it and
make the ultimate delivery in New York at any point— as it
would cost a big express company to transport it to Chicago 01-
St. Louis, for which it receives $2.50 or $2 a hundred. Again,
we had to put up with a cheaper grade of labor on our wagons,
and the result was that our losses were heavy.
This paper of Mr. Dunford, I think, is most interesting. It
shows a successful operation on a small scale with horses and
wagons, and a very complete system of accounting. I think I
can say, however, that there would be no possibility of that
system of accounting being successful for large operations.
For instance, we handle as high as 8000 shipments per day,
and frequently send cars out of our downtown depot 011 twenty
minutes' headway, and we could not check from the platform
to the car; nor could we check from the car to the platform.
The result is that there is a great deal of loss, and the loss is
very expensive. In spite of all express history and experience,
we had to largely devise our own system of accounting. We
find the old-line express companies very conservative. It is
hard to get them out of a rut. On the other hand, the system
of accounting used by the railroad companies answered for our
service verv well. In our traffic between stations where we
were able to put out carload lots, we could afford to make rates
which were less than the steam roads were giving, and make
money on it. The loss on that class of traffic is practically
nothing, but the losses we incurred were through express
operations where we had to use wagons. We had one line of
business that was most profitable, and that was the carriage of
beer. For illustration, we could take beer from Hastings down
to New York and carry it to New Rochelle in carload lots at
22 cents a hundred, and get the business away from the railroad
company, which was charging only 18 cents. The reason was
that the electric service was more satisfactory and more eco-
nomical to the brewers, because our cars moved so rapidly from
the point of shipment to the destination that the brewers did
not have to ice their beer, and they could afford to pay us more
than they paid the steam railroad company, where the ship-
ments were frequently delayed forty-eight hours or more, even
in that short haul.
Another paper read here speaks of traffic relations with the
old-line companies and railroad companies as being more or
less impossible. We have found that these companies are not
inclined to do business with the trolley lines. ( In the other
hand, we have entered into a number of contracts and agree-
ments with the steamship lines. A shipper sending goods from
Yonkers to St. Louis could ship by the Metropolitan Express
(perhaps requiring a day or two longer in transit ) than he
could by an all-rail route. We could take freight from Yonkers,
transport it to one of the coast lines (more particularly the
Old Dominion), and they, at Norfolk, would transfer to con-
necting rail lines, giving us the advantage of a differential
rate. In this way the shipper from Yonkers paid no more to send
his goods through us than the man who had his freight at the
water side in New York, and he paid less than the man who
was three or four blocks away from the steamship dock. The
railroad company divided with the steamship company and the
steamship company divided with us ; so in that respect we
were recognized. In fact, the Southeastern Freight Associa-
tion put us on their list, and we were a connecting line with
all the Southeastern Freight Association lines, indicating that
the steam lines eventually, and perhaps not far in the future,
may be in a frame of mind to enter into relations with the
trolley companies.
It does seem to me, though, that there ought to be a way of
getting a profitable business for street or local lines, if those
lines confine themselves largely to freight, if they do not go
too largely into the wagon business. The express business is
a craft by itself. There is no use of trying to go ahead and
devise your own system. You have got to get expert assist-
ance if you are going to do a large business. But if
you pick up and deliver goods along your line and do not
build up a costly system of operation, it seems to me you are
bound to make money from the start; and after you get your
business going, as on the lines we have heard about in these
papers, it is not going to be long before the steam roads are
going to be compelled to enter into relations with you. We
have had a number of applications for terminals or connections
into the buildings of the larger shippers. In New York City
this is a different question from that which is presented with
436
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
a country line, because underground construction is so very
expensive ; but could we have got sidings we could have made
profitable and advantageous arrangements. You must under-
stand that in New York City there are many thousands of tons
of freight going out and in one building annually. For every
pound that a department store sells it must take a pound in.
We found no difficulty as far as we went in that line in getting
the shipper to agree to assume the cost, could he get the line
into his building. It would be rather difficult to get cheaper
service, but you can give more satisfactory service than there
is in existence to-day. You can't get much cheaper service
with the short haul generally, because there is so much com-
petition; but you can certainly give a more satisfactory ser-
vice, and that appeals to the average shipper.
The President — Mr. Beebe, of the Auburn & Syracuse Rail-
road, has recently inaugurated an express service on his line.
We would like to hear from him.
Mr. Beebe — The matter of inaugurating the express busi-
ness has been in charge of the general manager and others,
and they can say more about it than I can. In that connection
it has occurred to me that we have had some interesting events
in the last two months which might affect our freight and ex-
press business. I understand in the city of Rochester they are
having considerable difficulty with the city authorities regard-
ing the entrance of express cars and freight cars of the ex-
press type over the existing city lines. At a convention of the
Mayors of various cities, held, I think, at the instance of the
Mayor of Rochester or at his suggestion in the city of Syra-
cuse during the last week, there was much discussion among
the gentlemen present as to what steps they ought to take in
connection with the entrance of interurban lines, especially of
freight and express business, into their cities. The question
was discussed of taking some steps toward some legislation this
winter, or the possibility of securing some legislation. Of
course, all of us are interested in any such discussion or any
such question, because we are affected either in one way or
another. Another interesting phase of this situation, sug-
gested here in some of these papers, is the relation of the steam
railroads to the interurban trolleys through the recent action
of the New York Central, the accounts of which, I suppose, all
have seen in the daily press and in the street railway jour-
nals. It is said that that company or its representatives or
those representing its interest, have come into control or are
acquiring control of a good many of the large trolley enter-
prises now paralleling their routes. The question comes up,
when they do take control, if they get control, what stand they
will take in connection with those roads that connect with
them. That, of course, would apply to Syracuse, and it prob-
ably would apply to many other lines. It looks as though this
coming winter, in the general interest of the trolley roads, we
have got to look after our interests in connection with our ex-
press business, and that we have got to take some decided stand
and unite in protecting whatever rights we have in that line.
If there is a future in that line of business, it is worth looking
after, and, of course, we will need a united front on the part
of our organization to protect those interests.
Mr. Robinson — There is one matter in connection with this
subject to which I would like to call the attention of the mem-
bers present, and that is the position the street railway com-
pany may find itself in in case of loss by fire or other destruc-
tion, possibly through the negligence of the railroad company,
and possibly not. People on the legal side of the situation
listen with great pleasure to the engineers' talk about a. c. and
d. c. currents. They seem to handle them as children would
toys in the nursery. I do not wish to intimate that the break-
ing out of fires does result from the negligence of the em-
ployees. It seems that such fires often arise from the burning
out of fuses and matters of that kind which cannot be guarded
against, but the situation might be such that a jury would have
to say whether the loss resulted from the negligence of the
company, either in the construction or method of operation of
the machinery or something used in connection with the cars.
I have not had much experience in that line, but I have no
doubt these express cars at times carry a thousand dollars'
worth of goods, and possibly one article might be worth $300
or $500. The question is where the railroad company stands
with reference to such costly property which is destroyed by
reason of fire which results from some negligence. The re-
ceipts of the express companies were drawn loosely in the be-
ginning. It was not until after some actions went to the Court
of Appeals that attention was given to the construction of
those papers. The Court of Appeals has enunciated the doc-
trine that a man may contract against his own negligence, but
if he attempts to make such a contract he must specify the
cause which he intends to guard against, and that any loose
forms of expression will not protect him in cases where negli-
gence has been proved. The United States Courts, on the
other hand, say that although a man may make such a contract,
it is against public policy and it will not be enforced. The
large express companies shipping to other States have there-
fore left out the limitations in their bills of lading as a rule,
omitting any stipulation against negligence. The question as
it involves the street railroad companies of this State is not
affected by the doctrine of the United States Supreme Court,
but it seems to me that the decision of the Court of Appeals
should be carefully regarded in the preparation of these receipts.
A great many railroad companies themselves operate an ex-
press service; others contract with the express companies. I
think it is a grave question as to whether a railroad company,
under the power given it by the statute, has power to have a
large force of wagons and men for the purpose simply of trans-
porting express matter; I think there is some doubt about that
as a legal proposition. The express companies, as a rule, are
better equipped and better educated in their operation, and can
handle matter in better shape than isolated companies engaged
in railroad operation. It may seem to be rather unkind to
select Mr. Allen as an example, but he is the only one who has
enlightened us much as to this express matter. You will find
in the samples of forms used in his express business the cap-
tion, "Utica & Mohawk Valley Electric Express," where the
fact is left to the imagination as to whether a shipper is deal-
ing with a railroad company or an express company. The
liability clause says they shall not be held liable for loss or
damage outside of their own lines, nor for any loss or damage
by fire. There is no reference, you will see, to any negligence
of the operating company, and no stipulation against it. On a
fair construction of that language, it seems to me that the
word fire so used would refer to a fire which was not caused
by negligence, and if there was a fire in the cars which was
caused by the negligence of the motorman or the conductor the
company would be liable. You will see a few lines further
on that the clause says : "Nor for the fault, negligence, or mis-
hap of any connecting or intermediate line," thus looking after
his neighbors better than for himself. And an attempt is also
made to provide against a liability for any amount exceeding
$50 in any shipment. I again say the decision of the Court of
Appeals applying to this question would not limit the loss to
$50 in case it was proved the damage resulted from the negli-
gence of the company. I think street railroad companies are
exposed to the risk of great loss if they are to carry very val-
uable goods. Too much attention cannot be given to the prep-
aration of receipts which will protect the company in many
cases against fraudulent claims. If the companies are willing
to settle express losses without a fight — showing the same
readiness to settle and the same liberality that they do in all
accident cases — my criticism falls; but for their legal protec-
tion I think these papers should be prepared in a more strict
form than they are at present.
September 24, 1904.]
STREET RAILWAY JOURNAL,
437
Mr. McNamara — I take the same view of this that Mr. Rob-
inson does. I think this express business is entirely over-
rated so far as suburban companies are concerned. He has
pointed out where we are likely to get into trouble. We have
appreciated for a long while the liability of our company in re-
lation to goods destroyed by fire. We had a case of that kind.
The insurance companies under our policies insisted that they
were not liable. I said: "You are liable to us because we
are liable to the shippers, because they have sustained this
loss." "But," they said, "they cannot show you were negli-
gent." I said: "They can show our negligence, because their
goods were destroyed by a fire which we might have prevented,
and which would not have occurred if we had been more care-
ful, and you must certainly pay us," and they did pay us, and
we settled with the shippers. I doubt whether for the amount
of business of that kind that we do, it is worth while to take
the risk we are taking, and I don't know how much longer we
will take it. We have been informed by the gentleman from
Auburn that somebody is moving to prevent us from operating
freight cars in the streets. We took that question into account
when we started our freight business, and we made our ex-
press cars as unobjectionable in appearance as possible, re-
sembling closely a passenger car, no longer and no higher, and
making no more noise.
The President — If there is no further discussion of this sub-
ject we will take up the report of the committee on high-tension
tests. This committee was appointed at the last meeting of the
association at the suggestion, I believe, of the State Board of
Railroad Commissioners. Mr. Storer, the chairman, will pre-
sent the report.
Mr. Storer read the report of the committee on high-tension
tests, which is printed elsewhere in this issue.
The President — The work of this committee is of great im-
portance to the interests which this association represents, and
I think the thanks of the association are due to the committee
for their labor, and as they have suggested that the committee
be continued, I don't see any objection to it.
It was moved, and the motion duly seconded, that the thanks
of the association be tendered to the committee for their ser-
vices, and that the committee be continued.
Mr. Barnes — I don't want to occupy the time of the conven-
tion, but this matter was brought up at the last convention,
and at that time and since then it has been considered a very
important subject, and one as to which a great many people
are awaiting the report of this committee. Without wishing
to hurry the report of the committee at all, it appears from a
statement contained in the report that a series of tests indicates
that under certain possible conditions of high-voltage trans-
mission, wooden poles may become sufficiently charged to ren-
der them dangerous. That would indicate that the committee
has reached a decision of the question which was submitted by
the convention to them for consideration. They still further
suggest a remedy for that difficulty which seems feasible and
a good one. I fail to see what they are going to do in the
future, and I do not see why action should not be taken imme-
diately if the report is adopted by the convention.
The President — It seems to me that at least the report that
has been made by the committee should be adopted because of
the recommendations contained in it. What action do you want
to take, gentlemen ?
Mr. Storer — Without wishing to take a final stand in the
matter, our position is that there certainly are a good many
more experiments that could be made with different types of
poles or different voltages. While we believe that the results
obtained will be practically proportionate to the voltage used,
it may be that the conditions on a line 100 miles long would
not fully coincide with those existing on the short experimental
line which we used. I don't know of any conditions which
would vary, and yet there might be such conditions. We have
endeavored to take this matter up with the committee of the
American Institute of Electrical Engineers, and we find that
as individuals some of them are in favor of the recommenda-
tions or suggestions for the prevention of danger to the public,
while others do not favor them. We don't see any objection ro
either of the methods of prevention suggested by the commit-
tee. I don't believe that they will be obnoxious from the trans-
portation companies' point of view. If Mr. Barnes is satisfied
with the report of the committee at this time and is willing to
take action on these findings, I believe that the commitee would
offer no objection to such action on his part.
WEDNESDAY SESSION
The convention assembled pursuant to adjournment, and the
secretary, in the absence of Mr. Struble, read a paper on
"Block Signaling of Electric Railway with Track Circuit Con-
trol," by J. B. Struble, of the Union Switch & Signal Com-
pany." This paper is published elsewhere in this issue.
The President — Mr. Barnes is perhaps as well posted on
block signals as any man in the State of New York. I would
be pleased to have Mr. Barnes address the convention or lead
in the discussion of this paper.
Mr. Barnes — The question, to my mind, is of such impor-
tance and, to-day. is in such a position that I deemed it best
not to present a written discussion on the subject, for the
reason that too much might be said on a subject which, to my
mind, covers such a magnitude of ground as this one. The
question of controlling the movement of trains is one of vital
importance not only to the electric railroads of this country,
but to the steam railroads. The system of handling train orders
in use at the present time is one which has resulted from the
best efforts of the most practical steam railroad men of this
country. That it has its defects no one will dispute. Before
coming to this convention I investigated an accident on Mon-
day on a steam railroad where two trains came together head-
on. In the pockets of the dead engineer of one of the trains the
order was found, the disobedience of which resulted in the col-
lision. To my mind, that man was guilty of no greater breach
of memory than the man who at night brings home the letter
which his wife gave him in the morning to mail. The results
were more serious, on account of the responsibilities which a
certain method of handling trains placed on him. If the train
despatching system is itself defective, where are we to look
for more perfect control of the movement of trains? Only to
some means of block signals. I was in hopes that the paper to
be presented by the representative of one of the leading block
signal companies of this country would be of such a nature
that valuable information would be given this convention on
that subject. To put it mildly, I am disappointed. I don't
know that I have anything further to say at present, except
that more intelligent papers, papers conveying more informa-
tion on this important subject, should be expected at future
conventions ; and I will, for one, undertake at some future time
to prepare a paper on this subject. (Applause.)
Mr. Potter, of the General Electric Company, then addressed
the convention on the subject of the General Electric Com-
pany's single-phase motor. This motor was described in the
Street Railway Journal for Aug. 27.
The President — Gentlemen, if there is no objection, we will
only read and discuss one more paper. There are three other
papers on the programme. One is practically a statistical
paper, and it is a valuable one. It is entitled "The Minimum
Population Necessary to Make Interurban Roads Pay." It
will be printed in the proceedings of the convention. It has
been prepared by Mr. Beardsley, of Elmira, who has been se-
curing statistics for a year or more from roads all the way from
San Francisco to New York from which to compile this in-
formation. Another paper is "The Relation of the Technical
School to the Business and Profession of Electric Railways,"
by Prof. Norris, of Cornell University. That has been printed
43«
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 13.
and distributed here, and will also be printed in the proceedings.
Prof. Norris' paper was published in the last issue. The
table prepared by Mr. Beardsley and distributed at the meeting-
is printed in this issue with the other convention papers.
The President — We will now take up the paper prepared by
W. J. Davis, Jr. (This paper is printed on another page.)
Mr. Cole — I think that in cities of the second and third
class there are two points that will bear very close investiga-
tion ; they are the load factor at the power station and the in-
terest on the idle investment in extra cars, which in cities of
the third class runs up to a considerable amount. A city of
the third class will ordinarily operate from twenty-two to
twenty-eight regular cars, and from ten to twelve of what may
be called regular extra ones, and on holidays and days of cele-
bration they will operate from sixty to eighty cars, if they
have them. That necessarily means that the power station
is being operated either overloaded or underloaded a good
portion of the time. There are several points which have got
to be filled up in the valleys between the peaks of load. An-
other feature is the increasing tendency to put on very heavy
cars in cities of the third class, even on the shorter lines. I
believe this is wrong, and that a car 20 ft. or 22 ft. long is
amply large for operation on most lines, with the exception of
.suburban lines, for the reason that a car 20 ft. long will con-
sume but a small percentage of the power required by a 36-ft. to
38-ft. car in ordinary operation, and because the repairs on a
double-truck car are about 75 per cent more than on a single-
truck car. That is, you can operate two 20-ft. cars on a ten-
minute schedule as against one double-truck car or a 38-ft.
car on a fifteen-minute schedule, and the expense of operation
is almost the same. Again, in operating your two 20-ft. cars
you are getting a more frequent schedule, giving the people a
more constant service and increasing your riding, instead of
putting on the large, heavy cars, for which they claim they are
increasing the weight so as to take care of collisions. T think
if that is the case they ought to design some sort of a pneu-
matic platform to take care of the collisions and keep the
weight of the cars down, because with 3 tons or 4 tons of in-
creased weight the current consumption and cost of operation
is extremely heavy. Most of us now are putting in loops
at the ends of our lines, so that a three-car train can be oper-
ated without the old delay and obstruction of having to shift
the cars at the end of the line. A double car with thirty-six
seats, weighing 11.75 tons, and operated with two 35-hp mo-
tors, will take about 12,040 watt-hours, while a single-truck
car weighing 8 tons will take about 8471 watt-hours. So that
the same car, taking two trailers, will only take 12.680, as
against 12,040 with the double-truck car, yet will have a seat-
ing capacity of sixty-three, as against thirty-eight in the eight-
wheel car. Then you have this condition, that instead of hav-
ing an expensive car of the double-truck variety, costing about
$5,200, you have got two trailers, which, if you want to buy
second-hand, you get very good ones nowadays for about $250.
In a city of the third class the regular extra cars will average
about four hours a day, but you are paying interest on them
for twenty-four hours each day. I don't think that an eight-
wheel car in a city operating suburban lines should be equipped
with more than two motors of 35-hp to 50-hp capacity. On
regular suburban lines where you are operating 18 miles to 20
miles on a high-speed basis, a heavier car might be desirable,
because it is necessary for the interurban lines to put the
weight into the car on account of high speed. In the same
double-truck car, having a seating capacity of thirty-six, taking
it in comparison with a trailer, the average watt-hours per
mile with the double-truck car are 1334: on the single-truck
car with trailer it is 1440. The average speed per mile is 9.3
in both cases. The average watt-hours per seating capacity in
the double-truck car is 335, as against 201 on the single-truck
car. The average watt-hours per ton empty is 1025 with a
double-truck car, and 1208 with a single-truck car with trailers.
Mr. Lewis — I want to ask Mr. Cole his reason for stating
that he doesn't believe in four-motor equipments for city cars.
Does he' wish to make that unqualified statement, or is not that
it may be very much modified by local conditions?
Mr. Cole — Of course, conditions alter cases, but in general
operation I make that statement, because of the following con-
ditions : With a road operating twenty-four or twenty-five
cars, the power house is generally either underloaded or over-
loaded, so that the peaks of load are increasing all the time,
and attention should be directed to getting a better load factor
at the station than is usual in the ordinary city of the third
class. One of the principal reasons why the cost of power is
so much larger in a small city than in a large city is that they
;an give better attention to the load factor and fill up the val-
leys between the peaks of load.
The President — We will now take up the Question Box.
This has been printed and distributed, and it will be advisable,
in order to handle it properly, for each member to provide him-
self with a copy. I will request Mr. Cole, the secretary and
treasurer, to conduct the discussion.
The Question Box, which was published in the last issue,
was then read.
(After the reading of Question 32.)
Mr. Barnes — On the question of block signals, I don't want
to take up the time of convention, but I take it that the pass-
ing of these questions by this convention gives a semi-indorse-
ment to them, or, rather, while not a direct indorsement, that
it carries some weight. Without detaining the convention too
long, I wish to mention the fact that in the answers to No. 32,
I find an argument in favor of manual signals, or signals oper-
ated by hand. I simply wish to say that they are subject per-
haps to some of the same objections as automatic signals. For
instance, in this city, before the present efficient management
of this railroad company, I had occasion to investigate three
accidents, resulting fatally, caused by the use of manual block
signals.
Question 33 was then read.
Mr. Barnes — In answer to that I wish to say that no block
signal system ought to attempt any such thing; that more than
one car never should under any circumstances be allowed in a
block. The block system should be arranged to accommodate
the travel, not the travel to accommodate the block signals.
And I want to add to my previous remarks on the block signal
system, that while I suggested that the future safety of opera-
tion pointed in the direction of block signals, I do not wish to
be understood as referring to the present block signals. I make
the statement that with the present block signals a collision
can occur despite their use, and that applies to block signals
on steam as well as on electric roads. In this connection it
should be understood that any remarks which I may make on
this floor are spoken only in a private capacity, and in no sense
as necessarily representing the opinions of the Railroad Com-
mission.
Mr. Lewis — Does Mr. Barnes say he does not approve of al-
lowing more than one car to pass in the same direction in the
same block ?
Mr. Barnes — I certainly do not. My idea is that a block
signal should be absolutely safe. With the permissive block
signal system as used on steam railroads, collisions do occur
which should not occur.
Mr. Lewis — It seems to me that in the operation of city cars
it becomes absolutely necessary to allow the passage of more
than one car in a block in the same direction. The Schenec-
tady Railroad Company has been experimenting for the last
two years with nearly every type of signals which attempts to
serve the purpose stated in this question, and with quite in-
different success. We are still experimenting. We hope to
discover some form of apparatus that will solve the question,
September 24, 1904.]
STREET RAILWAY JOURNAL
439
but so far we have not found the apparatus, and it seems very
probable that we will have to fall back on hand signals.
Mr. Hart, of Fall River — May I say a word in regard to
block signals? I had considered the block signal, as the only
real hope that we ever had in regard to anywhere near a signal
that would be operative. It seems to me that that ray of hope
that we had for some device to utilize the track circuit has
been blasted by the paper read this morning, and no one being
here to suggest any other way to do it, it seems almost as if we
must drop back for the handling of the roads to about the same
system as steam roads have been using since 1895 under the
new standard code. We know that the number of accidents
has been reduced about 50 per cent from what it was at that
time. Of course, we cannot prevent the men violating their
train orders, and they do violate them at all times. I think
that in a paper of last year read before this association, it was
said that the control of any car or any crew should be from
the central office, allowing one man to do the thinking for the
entire road, and taking the control of the road out of the hands
of the crews. I believe that would be a step in the right direc-
tion. I will say that on a street railroad running 25 miles out
from New Bedford for four years there has been in operation a
system of telephonic intercommunication, operated under a set
of rules prepared for that purpose, and in that time we have
never had two cars meet on a piece of single track. They run
on that line of 25 miles on a half-hour schedule, and sometimes
two express cars and two or three work trains are operated.
If there is a new meeting point to be made, they set the two
signals, give the order to the two crews and allow them to go
to the new meeting point. The orders are entirely verbal. The
order is given to the four men ; the conductors take it first, the
O. K. being given by the despatcher, and the crew answering.
There are four men to take the signals ; the first two men are
the conductors. They receive the order in exactly the same
words. If an order reads "Smith and Jones will meet at a cer-
tain turnout," it is repeated by four men in exactly the same
language, not reversing the wording. The system is almost
identical with that of the standard code adopted in 1895
for the use of steam roads, and no deviation is made
from that.
The reading of the Question Box was then concluded.
The President — Gentlemen, the next order of business is the
report of the nominating committee.
The officers nominated and elected were announced last week.
Mr. Allen — The conventions of the New York State Street
Railway Association, it seems to me, have grown to a size
where it is not practicable for many cities of this State to en-
tertain and care for the guests, delegates and attendants at the
conventions. I am sure that those who are in attendance at
this convention, and who have partaken of the hospitality of
this city, have had much to excuse in the way of hotel accom-
modations. That has been true of conventions in the past.
This matter has been considered by the executive committee
during the last year, but, through some oversight, was not pre-
sented to the convention at the time of making their report.
If I may be pardoned, I would suggest to this convention that
for the next annual meeting some hotel resort be selected where
sufficient accommodations for all may be secured. There is no
State in the Union that affords larger and better hotel resorts
than the Empire State. It is a matter for the executive com-
mittee or for this association to choose a meeting point at one
of these resorts. The best convention the New York State
Street Railway Association ever held was at Lake George, in
that there was more solid, hard work done at that convention.
It placed us all under one roof ; the entertainment offered to
members and delegates was confined almost to the ladies. In
cities it is a hard matter at times to gather together enough
delegates to convene the meetings of the association. There
is another feature. We have in attendance at these conven-
tions a number of supply men. I have talked with many of
them, and I know that the conveniences offered to them for the
exhibition of their apparatus have not been what they should
be. It is almost impossible in a majority of the cities of the
State to secure a place where a convention hall and an exhibi-
tion hall can be fairly close together. In view of these sugges-
tions, and to bring the matter before the association, I would
move that we try for the next year, or for one year at
least, the selection of some of the hotel resorts for our con-
vention.
The motion was duly seconded and carried.
Mr. Colvin then extended an invitation to meet next year at
the Fort William Henry Hotel at Caldwell. It was voted to
refer this invitation, with the date of meeting, to the executive
committee.
Mr. Robinson — I move that a vote of thanks of the asso-
ciation be extended to C. Loomis Allen for the great courtesy
and consideration that he has shown the association in his en-
tertainment of its members through the present session of the
convention.
The motion was seconded and carried unanimously by a
rising vote, amid great applause.
Mr. Robinson — I move that the thanks of the association be
extended to E. G. Connette for his efficient and courteous dis-
charge of his duties and careful attention to the affairs of the
association during the past year.
The motion was seconded, and on being put by the secretary
was unanimously adopted.
On motion of Mr. Robinson, duly seconded, the convention
adjourned sine die.
THE SOCIAL FEATURES OF THE UTICA CONVENTION
Pleasant recollections of the Utica convention will always
remain in the minds of those who attended the meeting, which
will be remembered as one of the most enjoyable ever held. The
hosts of the occasion, the Utica & Mohawk Valley Railway
Company, were most hospitable in their entertainment of the
delegates.
In the morning of Tuesday, the ladies' entertainment com-
mittee extended an invitation to the visiting ladies to accom-
pany them on a trolley ride over the line of the Utica & Mo-
hawk Valley Railway to Clinton, where carriages were wait-
ing for a drive to the summit of College Hill and about the
campus of Hamilton College. They were then escorted to the
Yahnundasis Golf Club, where a luncheon was served. Later
in the afternoon a trip was made from the Yahnundasis Golf
Club to Frankfort, Ilion, Mohawk, Herkimer and Little l^alls
by electric car.
In the evening, the annual banquet was held at Masonic
Temple ; the toastmaster was Hon. John D. Kernan, who was
most felicitous in introducing the speakers of the evening.
The latter included E. G. Connette, George E. Dunham, H. H.
Vreeland, Addison B. Colvin, Dr. M. Woolsey Striker, J. M.
Wakeman and W. W. Cole.
On Wednesday morning the ladies were given a carriage
drive through the Sauquoit Valley to the Sadaquada Golf Club,
where luncheon was served, after which there was a trip to
the Oriskany Battlefield and Rome. They were then met by
the gentlemen, who had concluded the business of the fore-
noon, and proceeded to Summit Park, where an exten-
sive clambake was given. The party returned to the city in
the evening.
A number of the delegates on Tuesday afternoon spent con-
siderable time in inspecting the new General Electric single-
phase motor car which was running on one of the lines of the
Utica & Mohawk Valley Railway, a section 7 miles in length
having been equipped with a special alternating-current trolley
wire for this purpose.
440
STREET
RAILWAY JOURNAL.
[Vol. XXIV. No. r6.
CORRESPONDENCE
THE CONTINENTAL STANDARD FORM OF OPERATING
REPORT
Chicago, Sept. 16, 1904.
Editors Street Railway Journal :
Your editorial on "The Continental Standard Form of Op-
erating Report," appearing in the Street Railway Journal
of Sept. 10, 1904, is most interesting and instructive. Person-
ally, as a member of the Street Railway Accountants' Asso-
ciation of America, and as a street railway man, I take the
liberty of writing you to express my appreciation of the article.
Your criticisms of the form of report, as well as your criti-
cisms of the Great Britain report in August, 1903, are just,
proper and to the point. Your indorsement of the American
report and the suggestion that the two European reports be
modeled after and conform with the American, is a strong in-
dorsement of our work, which I have no hesitation in saying is
most gratifying.
As you know, I was in correspondence with Mr. Dalrymple,
of Glasgow, on the question of the Great Britain report, and
I hoped to be at the Glasgow convention when the matter was
up, as the representative of our association, but, unfortunately,
I found it impossible to leave Chicago. What I especially
hoped to accomplish, and what I urged upon Mr. Dalrymple,
was the modeling of a report and classification that would be
international and world-wide in its application and practice.
I took the position that the American report should answer all
the purposes of the British or any European report, that it had
stood the test of practice and had not been found wanting. I
urged Mr. Dalrymple to follow, or at least conform to, the
American report.
As you also know, I discussed extemporaneously at the Sara-
toga convention the British report, endeavoring to point out
wherein it differed from the American report, and wherein the
latter, in my judgment, was better.
I was not aware until I read your article that the prelim-
inary work done on the Continental report was presented to
the July, 1902, convention in London, neither did I know that
the association held conventions only every other year. Had I
known of this I would have had you put me in communication
with the people working on the report in 1902, and possibly
something might have come out of it in 1904.
I am firmly convinced not only that an international report
is desirable and necessary, but that every effort ought to be
made to bring together all those in Great Britain, the Con-
tinent and America who are interested in this matter, so that
a form of international report can be agreed upon.
Opportunity has not permitted me to study and analyze the
Continental report as I would like to do, but from the little
time I have devoted to it, I was not at all favorably impressed
with it, and I do not think it compares with the British report.
In addition to what you have said as to the absence of the bal-
ance sheet, the indiscriminate mixing of statistics with results
of operation, the great amount of detailed information with
respect to power plant statistics, and the absence of such in-
formation with respect to other departments, I think there are
entirely too many accounts.
My idea of a report is that only the main accounts should
be shown in "Operating Expenses," and that the thirty-eight
accounts of the American report are ample for that purpose.
Anything more is a sub-division and refinement of accounts and
details based on the special conditions of operation according
to the desires or demands of each particular company. I do
not favor the use of such detail in the report, nor the statistics
of the Continental report appearing in the standard report. A
report should be comprehensive, but concise, and a mass of
details and statistics should not be incorporated in it, but used
rather as building up to the main features.
One thing that I noticed in use of the decimal system is that
the arrangement of the detailed operating accounts and the
grouping of the headings have been planned with the idea
not only of following the decimal arrangement, but of group-
ing departmental expenses, so to speak, under the nine differ-
ent heads. If the departmental idea is followed, the three im-
portant sub-divisions of a street railway company's operating
expense accounts, viz., "Maintenance," "Transportation" and
"General," are rendered valueless. From the street railway
operating standpoint, it is all important to know what the dis-
tribution, as between these three heads, is, and whether the
manager has "skinned" the "Maintenance," been extravagant
in his "General," or has not given "Transportation" a fair show
in the matter of expenditures in connection with the proper
service.
As I said at Saratoga, and as all of the reports of the stand-
ardization committee will show, one of the most important
things that we sought to accomplish and keep ever before us,
was the drawing of the line between "Maintenance" and
"Operation," but this question has been entirely lost sight of
in the Continental form of report.
Pardon me for transgressing upon your valuable time with
such a lengthy letter, as I fear my interest and enthusiasm will
encroach upon your good nature and patience.
C. N. Duffy.
BONDING ON 95-LB. RAIL
Sept. 13, 1904.
Editors Street Railway Journal :
I have read with great interest the article in your issue of
Sept. 3 upon rails and joints by William H. Cole. ,
I wish to say, however, that I should never advise the use
of No. 2 plastic bonds upon a 95-lb. girder rail 6l/2-in. high.
That this bond is altogether too small for the rail is shown
when he says that two of the plastic bonds "had very little
contact between the fish-plates and the web of the rail." I am
surprised that they had any contact at all, and more than sur-
prised to learn that at end of a year's service they showed over
77 per cent of the conductivity of a section of rail of equal
length. •
I feel that Mr. Cole is also somewhat unfair to the Chicago
and Crown bonds since he reports the use of two of these at
the joints of only No. 00 size. This would give a copper sec-
tion of but .204 sq. in. to the joint, while the rail has approxi-
mately gy2 sq. ins. and a conductivity which would run from a
ratio of 6l/2 to 1 of copper down to a ratio of 11 to 1 of copper.
Under the circumstances the performance of the bonds seems
remarkable, especially since none of them were applied to the
best advantage, since he says : "One of the copper-bonded
joints was actually loose."
Proper maintenance of rail joints is absolutely essential to
obtain good service from any type of bond. That these joints
were not of best design nor well maintained is shown when he
says: "All of the fished joints showed appreciable wear at the
joints, with considerable pounding as the wheels rolled over
them. One of the fished joints required attention during the
time of the test."
There are several rail joints on the market which properly
support the base of the rail and prevent wear or pounding.
Had one of these types been used and the bonds been of proper
section, the performance of the bonds would have been much
better. To show what properly proportioned plastic bonds will
do on a rail of this description, I quote the following from a
letter received from the Dublin United Tramways Company
recently : "I have much pleasure in informing you that we
have used about 60,000 Edison-Brown bonds of 1500-amp. ca-
pacity. They have been in use for from three to four years,
and have been giving good satisfaction when properly applied."
Harold P. Brown.
September 24, 1904.]
STREET RAILWAY JOURNAL.
441
A NEW THREE-PHASE STATIC GROUND DETECTOR
INTERESTING CARS FOR ESCANABA, MICHIGAN
Static ground detectors, designed to enable the central station
operator to determine at a glance whether a ground exists
on a single-phase circuit, have become well recognized as a
necessary part of every first-class installation. These single-
phase instruments are entirely satisfactory on two-phase cir-
cuits as well. For three-phase circuits, however, although the
practice has been to use two or three single-phase instruments
either in separate cases or combined in the same case, this
arrangement is open to the objection that the indications of
the pointer are not direct, some time being required for a per-
son not familiar with the instruments to determine what line
is grounded. It is only recently that a design has been pro-
Three-Phase Static
Ground Detector
Ground
CONNECTIONS OF THREE-PHASE STATIC GROUND DETECTOR
duced by the Westinghouse Electric & Manufacturing Com-
pany which enables a ground in a three-phase circuit to be in-
dicated directly by one instrument. This instrument is sup-
plied for circuits of from 1000 to 50,000 volts potential.
Its method of operation is indicated by the diagram of con-
nections. It will be seen that each of the three fixed vanes is
connected to a line of the three-phase circuit. The central
movable vane is electrically connected to the case, which is
grounded. When there is no ground upon the circuit the at-
traction or pull upon the central vane from each of three fixed
vanes is balanced and it does not deflect from a central posi-
tion. Should one of the lines become grounded, and the poten-
tial of that line become the same as that of the movable vane,
there will be no pull in that direction, and the movable vane
will be deflected away from the grounded line. The instrument
is reliable in its indications and is not complicated.
In the diagram the three leads to the ground detector are
shown with a condenser inserted between each line and the in-
strument. This obviates the necessity of carrying high-tension
wires to the front of the switchboard. Each of the condensers
consists of a brass tube covered with insulating material and
placed within a copper sheath, the line being connected to the
inner tube and the lead to the copper sheath.
This ground detector is ornamental in appearance. In shape
and size it corresponds with the other Westinghouse round
pattern switchboard instruments. The interior of the case is
given a dull black finish, against which the aluminum vanes
stand in distinct relief, while the angles of deflection marked
upon the glass face form a pleasing geometrical design.
Two cars lately delivered to the Escanaba Electric Street
Railway, of Escanaba, Mich., by the American Car Company,
of St. Louis, are especially interesting on account of several
unusual features. Although but 28 ft. over the bodies, they
are 8 ft. i'ls- over the sills and sill-plates; this unusual
width allows the aisle to be 28 ins. wide, thereby providing a
large amount of standing room. The windows are extra wide,
the distance between the centers of the posts being 4 ft. 2 1-3
ins. The seats are placed vis-a-vis with the backs centered
at the side posts. The passenger compartment seats thirty-
two persons and is 17 it. 4 ins. long; the baggage compartment
is 10 ft. 8 ins. long and has a sliding door on either side with
40-in. openings. The windows are arranged to drop into
NEW CAR FOR THE ESCANABA ELECTRIC STREET RAILWAY
COMPANY
pockets in the side walls. These pockets accommodate double
sashes, which may be seen in the view of the interior on the
right-hand side. The double sashes assist largely to keep the
car warm in winter, and, as the winters are long and very cold
in that region, this is an excellent feature. The interiors are
plainly finished in cherry, with bird's-eye maple ceilings neatly
decorated. The baggage compartment is stained a cherry
color and provided with folding seats for the use of smokers.
High folding gates guard the platform entrances when the
doors are folded against the ends. The platform knees are of
INTERIOR OF ESCANABA CAR
oak reinforced with angle-iron. The height of the platform
steps from the rails is i6y2 ins., and from the step-treads to the
platforms 14 ins. The cars are mounted on the American Car
Company's No. 11-A trucks, having 4-ft. 4-in. wheel-base and
33-in. wheels.
The railway company operates yy2 miles of lines at Escanaba,
and reaches Macabie and South Parks. Escanaba has an ex-
cellent harbor and a large system of docks. It is a large ore
shipping port and has a population of about ro.ooo.
442
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13
PRESIDENT BANCROFT'S HANDSOME PRIVATE CAR THE AMERICAN CONDUIT COMPANY AT THE EXPOSITION
The private car shown in the accompanying illustrations was
built by the G. C. Kuhlman Car Company, of Cleveland, for
President W. A. Bancroft, of the Boston Elevated Railway
Company, and was recently placed in commission on the sur-
face lines which are a part of the company's extensive system.
The length of the car over the body is 24 ft. and over the
Among the several exhibits of conduits and conduit construc-
tion in the Palace of Electricity at St. Louis is that of the
American Conduit Company. This exhibit occupies a space
about 50 ft. long in the west colonnade of the interior court.
This company, which has offices in Chicago, New York and
Los Angeles, Cal., shows here in a very attractive manner the
use of its bituminized fibre conduit in underground electrical
work.
This conduit is constructed by rolling layers of specially
prepared (fibrous) paper on a mandrel. The paper is satu-
rated with a bituminous compound, which, under the high
temperature and pressures to which it is subjected in the
AN -INTERIOR VIEW OF PRESIDENT BANCROFT'S CAR
EXHIBIT SPACE OF THE AMERICAN CONDUIT COMPANY IN
THE PALACE OF ELECTRICITY
bumpers 37 ft. ; the width over the side panels is 8 ft. 2y2 ins.,
and the over-all dimensions are 8 ft. 4 ins. The car is capable
of very high speeds, as it is mounted on Brill No. 27-E trucks,
having 6-ft. wheel-base and 33-in. wheels. The car is set on
the trucks in a manner which enables them to swing sufficiently
to take the short curves that are encountered at corners of
some of the narrow streets in the heart of the city. The illus-
process of rolling, so unites the several layers that the result-
ing product is a solid, stiff tube, resembling very little the orig-
inal paper used in its manufacture.
The main feature of this exhibit in the Palace of Electricity
is a section of a city street, showing the details of construction
of underground cableways when bituminized fibre conduit is
used. At one end of the section is shown a manhole, where
PRIVATE CAR BUILT FOR W. A. BANCROFT, PRESIDENT OF THE BOSTON ELEVATED RAILWAY COMPANY
trations give an excellent idea of the tasteful decorations and
the fine appointments of this beautiful car, making it unneces-
sary to describe them in detail.
The sugar beet industry on the line of the Toledo & Western
Railway will provide that company with over 1200 carloads of
freight during October and November, not to mention heavy
grain crops which will be moved.
the twenty ducts of the group terminate. A side view of the
conduits show them laid in cement, after the method of con-
struction most usually followed. The end of the trench in
which the conduits are laid is also shown. This illustrates how
the successive layers of the conduits are laid, and also the
method of joining the successive 7-ft. lengths of conduits.
This is done by a male and female joint turned in a lathe to an
accurate fit. At the time of construction, the female joint is
September 24, 1904.]
STREET RAILWAY JOURNAL.
443
dipped in a solution, which soon hardens and seals the joints
between each of various units, preventing any leakage of water
or gas into the conduit.
In this exhibit are also shown conduits of several diameters,
ranging from 1 in. to 10 ins. in diameter. Some of these are
shown crated ready for shipment. The walls of the space are
covered with numerous photographs of installations in Los
Angeles, Pasadena and other cities.
Among the claims of superiority of the American bituminized
fibre conduit over others is that it is electrolysis-proof, non-
abrasive, moisture-proof and non-corrosive.
♦♦♦
ONE OF THE INDIANA UNION TRACTION COMPANY'S
INTERURBAN BUFFET CARS AT THE
ST. LOUIS EXPOSITION
On the test track, just north of the Transportation Building,
is an interurban car which, partly by reason of its locomotive
type of pilot, at once attracts the attention of the visitor. This
is an electric buffet car built by the Cincinnati Car Company, of
Cincinnati, Ohio. It is one of a lot of twenty constructed for
the Indiana Union Traction Company, of Anderson, Ind. The
others are now in service as limited cars on the line for which
they were constructed.
The car has a length over all of 53 ft. 5^ ins., being 8 ft.
6 ins. over side sills. The interior is divided into two com-
partments. The forward compartment is used as a smoker,
and is supplied with ten comfortable wicker chairs. The rear
compartment extends the length of five of the double windows
and contains cross seats. A toilet room occupies a position to
the left of the aisle in the forward end of the rear compart-
ment. The heater is completely hidden in a room in the rear of
the smoker. Across the aisle from the heater room is a com-
partment of similar size used as a buffet kitchen.
The interior is finished in Honduras mahogany. In general,
the finish is plain, paneling and molding having been omitted,
METAL BRUSH FOR CAR WASHING
George A. Vickery, of Lexington, Mass., has recently placed
on the market a car-washing brush with fountain attachment,
which differs from others in being made of metal instead of
wood. Wooden washing brushes are naturally subject to
shrinkage or swelling, and frequently become so water-soaked
as to be useless long before their time. A metal brush pos-
sesses none of these disadvantages and consequently lasts much
longer. The type described is giving excellent service to the
METAL CAR BRUSH, WITH ATTACHMENT FOR SPRAYING
Lexington & Boston Street Railway Company and other Mas-
sachusetts railways.
This metal brush is made in three sections, consisting of a
but this is partially relieved by marqueterie work of neat de-
sign. An upper deck of the Pullman style, the head-lining of
which is given a light blue finish, gives an effect of height quite
in contrast to the low appearance of the usual construction.
The exterior of the car is made unusually attractive by the
cathedral glass in the top sash of the side windows and of the
upper deck sash. The oval windows of the buffet and heater
compartments, too, add much to the appearance.
The appearance of the lower portion of the car is greatly en-
hanced by the steel needle beams and queen posts. The car is
mounted on Baldwin trucks and is equipped with four West-
inghouse motors, controlled by the Westinghouse unit switch-
group system.
durable metal plate backing with socket attached, a rubber
cushion and the face or bristle-holding member. The three
parts are held together by one center screw, allowing the face
and rubber cushion to be revolved, so as to wear it even, by
loosening this screw and setting it tight again. When the
bristles are worn out they may be easily renewed without using
another cushion.
The Wheeling & Lake Erie Railway (steam) is taking active
steps to regain some of the suburban business which it has lost
to the Lake Shore Electric Railway. It has reduced its regular
rates on Sundays below those of the electric line. So far the
new measure has not been at all effective.
444
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
A NEW WIRE COUPLING
A device for coupling stranded wires together, known as the
Dossert type B joint, has just been placed on the market by
Dossert & Company, of Xew York. Exceptional claims are
made for it as superior in convenience, cost, conductivity and
durability to the soldered joint. The joint is made of seven
parts, six of which are in pairs. They consist of an inside
ring, an outside ring and a compression nut. The remaining
FIG. 2.-A 1,000,000-CIRC. MIL JOINT WITH STRANDS CUT AWAY
part carries nipples, on which compression nuts carrying the
wire properly prepared are screwed. These nipples may be in
the form of crosses or tees or may be cast on to bus-bars or
fittings of any kind, and will enable the cable to be fastened
securely thereto. The joint is made in the following way:
The end of the cable is stripped the length of the compression
FIG. 3.— VIEW OF COMPLETE JOINT
nut and cleaned in the ordinary manner. The compression nut is
■then slipped upon the cable together with a small outside ring.
The outer strands of the cable are then stripped and an inside
ring is driven around the inner core of strands with a steel
tube provided for the purpose, although any expedient can be
employed. The inside ring is V nosed and very readily driven
in place. The outer strands are then molded back as nearly
as may be to their original position. This can be done with a
screw-driver, but a steel tube provided for
the purpose is more convenient. It is not
necessary to be particular about this mat-
FIG. 1. — MANNER OF ASSEMBLING JOINT FIG. 6.
ter. for if the assembly can be made sufficiently good so
that the cable end can be entered into the nipple, and screw
pressure applied, the parts will mould themselves at once to
their correct positions. The application of a joint of this
character in the manner shown in Fig. i requires only seven
minutes on a 1,000,000-circ. mil cable. Figs. 2 and 3 being-
actual pictures of the joint itself, display its construction to
better advantage. In Fig. 2 strands are cut away so as to show
the inside ring. Fig. 6 displays this joint and its alternative
soldered joint and underneath parts of the new joint.
The makers of this joint have subjected it to unusual
tests before putting it upon the market. On millivolt-
meter test the joint shows a conductivity greater than that of
an equal length of wire. Not satisfied with this, however, the
joint was subjected to a test in a welding transformer, and it
was found that as the current was gradually raised the wire
would melt before the joint broke circuit, thereby conclusively
testing its continuity. The makers argue that no soldered joint
FIG. 4.— RESULT OF A MELT-DOWN TEST
could possibly stand this temperature, as the melting point of
solder is much below that of copper. (Fig. 4.)
The mechanical strength of the joint was tested in
a tension machine, where it developed more than two-
thirds of the strength of the cable it united. (Fig. 5.) The
makers do not hesitate to guarantee the joint to stand 50 per
FIG. 5.— MECHANICAL TEST ON THE JOIN1
cent of the strength of the cable, which they claim is superior
to the soldered joint on account of the amalgamating and de-
teriorating effect of the solder on the copper.
It is also asserted that the soldered joint well made requires
a skilled man, while an ordinary helper has no difficulty 111
making the Dossert joint ; furthermore, the soldered joint is
deceptive. It may look well soldered and yet be very defective
in this respect; in fact, it may deceive even the expert. Further-
SHOWING SOLDERED JOINT AND XEW COUPLING,
AND PARTS OF THE LATTER
more, the acid fluxes, which are commonly, though illegiti-
mately, used, creep into the cable strands and corrode them
and weaken the combination. Lastly, the soldered joint is very
expensive in larger sizes and requires several hours of time of
both man and helper, a large amount of solder and tape and
wastes a considerable length of cable, which is very expensive
in the larger sizes. The new joint wastes no cable and in-
volves 110 other expense than its own cost and the time of put-
ting it on, which can be done in less than ten minutes,
September 24, 1904.]
STREET RAILWAY JOURNAL
445
PAPERS AT THE UTICA CONVENTION
POWER PRODUCTION AND DISTRIBUTION ON THE METRO-
POLITAN STREET RAILWAY SYSTEM
BY M. G. STARRETT
Chief Engineer New York City Railway Company
[n order to understand the conditions governing the economic
production and distribution of power on the system in question,
one must be reasonably familiar with the physical characteristics
of the area served and its density of population. A brief descrip-
tion of this system may, "therefore, not lie amiss.
The Metropolitan system embraces all the street surface rail-
way lines in the boroughs of Manhattan and the Bronx. Its lines
in the Bronx also extend widely into the adjoining county of
Westchester, its northern termini, in the villages of Tarrytown,
White Plains and Mamaroneck being distant about 33 miles from
the southern extremity of the system at the Battery. Within these
limits, with about 500 miles of track, it serves a resident population
of nearly two and one-half millions, of which all but about four
hundred thousand are south of the Harlem River.
The system is separated into two general divisions by the Har-
lem River; the lines north of the river being operated independ-
ently of those in the borough of Manhattan, although supplied with
power from power stations common to both divisions.
These two divisions differ radically in their physical characteris-
tics. The system in Manhattan is essentially and completely urban
with dense traffic on every line. The main lines extend north and
south over nearly the whole length of Manhattan Island, and by-
far the greater part of the traffic is clone over these longitudinal
lines. Crosstown lines, 2 miles or less in length, occur at intervals
of about ten blocks.
In the territory north of the Harlem River different conditions
prevail. The lines do not follow a generally north and south di-
rection, but spread out, fanwise, from their points of junction with
the Manhattan lines, and run through suburban territory with
rather light traffic.
This system is supplied with electric power generated at two main
power stations and distributed through eleven sub-stations over
nearly 500 miles of track. The power stations are situated at
Ninety-Sixth Street and East River, and at 218th Street and Har-
lem River, and are, approximately 7 miles apart. The Ninety-
Sixth Street power station was planned in 1897, to furnish power
for the entire Metropolitan system as it then existed. The 218th
Street power station was planned two years later by the Third
Avenue Railway Company to feed its lines on Manhattan and the
allied lines in the borough of the Bronx.
The electric distribution of the combined Metropolitan street
railway system is distinctive as being the largest polyphase alter-
nating-current distribution for surface railways yet put in operation.
It is also notable on account of the large amount of energy distrib-
uted per square mile of the territory served due to the heavy traffic
and the large number of lines in any given area, especially in the
borough of Manhattan.
When the plans for the Ninety-Sixth Street power station were
under discussion, the high-voltage alternating-current system of
distributing power was not so well known in its application to street
railway work as to-day, and the question ox high tension alternat-
ing-current vs. low tension direct-current distribution was. in gen-
eral, an open one.
Two plans of distribution over the Metropolitan Street Railway
Company's territory were considered. One of these was by the
direct-current plan from two direct-current power stations; the
other was by the alternating-current plan of distribution through
sub-stations, as afterwards adopted and now in operation.
Without going into the plans in detail, it may be said that the
preliminary estimate for two direct-current plants, including the
real estate and feeder system necessary to deliver the current at
the conductor rails was 1,650,000 higher than for one alternating-
current plant with six sub-stations and all feeders for a capacity
of 26,000 kw. The feeders for supplying the territory from the
two direct-current plants were estimated to cost $835,000 more than
the sub-stations and the high and low tension feeders for the poly-
phase distribution.
The territory served by the Ninety-Sixth Street power station,
and covered by the estimate, it is about to miles long and averages
about 2 miles wide, or [lie width of Manhattan Island.
The foregoing figures are sufficient to show the reasons, from a
financial standpoint, that led the company to adopt alternating-
current transmission from one power house, distributed through
sub-stations, rather than direct-current, distributed from two or
more power houses. The same considerations influenced the Third
Avenue Railroad Company towards the adoption of plans for the
Kingsbridge power station, which is of the same general type as
the Ninety-Sixth Street power station.
The apparatus at these power stations, and at the various sub-
stations operated in connection with them, has been described in
length in the technical papers. We will, however, refer to it
briefly.
At the Ninety-Sixth Street power station the current is generated
by 3500 kw General Electric generators, eleven of which are in-
stalled and in use.
These generators give a three-phase current at 6100 volts to
6400 volts, 25 cycles. This is conducted by underground cables to
seven sub-stations which are of the following capacities:
Present Capacity Ultimate Capacity
Location Kw Rotaries Kw Rotaries
146th Street and Lenox Avenue 6 990
129th Street and Amsterdam Avenue 4 1,000
96th Street and First Avenue 3 990
65th Street and Second Avenue 3 1,000 4 1,000
50th Street and Sixth Avenue S 990 4 990
25th Street, between Lenox and Third Aves. 8 990 S 990
No. 15 Front Street 3 990 4 990
At the sub-stations static transformers reduce to a proper volt-
age to supply rotary converters giving 550 volts on their direct-
current commutators. Storage batteries are also installed at the
sub-stations. The direct current is taken by underground feeders
and supplied to the conductor rails of the conduit system.
At the Kingsbridge power station eight 3500 kw Westinghouse
generators are installed. These generators give also a three-phase
current at 6100 volts to 6400 volts at 25 cycles. Part of this cur-
rent is conducted through submarine cables beneath the Harlem
River and by underground cables to a sub-station at West Farms,
another in the city of Mt. Vernon and another in the city of
Yonkers. The sub-stations are of the following capacities :
Present Capacity Ultimate Capacity
Station Kw Rotaries Kw Rotaries
West Farms 3 1,000 4 1,000
Mount Vernon 3 500 4 ' 500
Yonkers 3 500 4 500
This power station can also furnish current to the sub-stations
located at 146th Street and Lenox Avenue, and at 129th Street and
Amsterdam Avenue; interchanging this load with the Ninety-Sixth
Street power station as the exigencies of the service may require.
Westinghouse static transformers and rotary converters are used
at the sub-stations taking current from the Kingsbridge power
station. Storage batteries are not installed in connection with
the sub-stations at West Farms, Mt. Vernon or Yonkers, as in the
case of the other sub-stations mentioned.
In general the arrangement of switchboard and switches for
controlling the current generated at these power houses, and its
distribution to the various sub-stations, is the same for both power
stations. In both power stations all switches are manipulated from
one central point where are located the controller boards for the
generator circuits and for the feeder circuits. The feeders are
grouped on different bus-bar sections, so that as far as possible
feeders supplying any given sub-station are divided among the
various bus-bar sub-sections, in order that if any given bus-bar
section is cut out of service there will still be plenty of feeders in
service leading to each sub-station. As far as possible the feeders
supplying any given sub-station are run by separate underground
routes to avoid failure of current supply to a sub-station in case
of local conduit trouble which might cut off all the feeders in one
conduit.
To conduct the 6600 volt current from the power house to the
sub-stations a uniform size of three-conductor lead-covered cable
is employed throughout. This high-tension, lead-covered cable
has three stranded conductors, each equivalent to No. 0000 B. & S.
gage wire, with insulation 7-32 in. thick. The first order of the
company was partly for rubber insulated, and partly for paper insu-
lated cable. The thickness of insulation was 7-32 in. in both cases.
The results witli paper insulation Inning been most satisfactory,
all subsequent orders placed for high-tension cable have specified
paper insulation.
It was originally intended to run the rotary converters at the sub-
stations with compound-wound fields, so as to raise the voltage au-
tomatically, as would a railway generator, as the load rises, and
thereby compensate for the direct-current line loss. This plan
would have necessitated the complication of safety devices to pre-
vent the rotary converters from running away in case current was
cut off the alternating-current end, and the direct-current sttpplv
446
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
was continued to them. As a temporary expedient, the rotary
converters were started with simply the shunt winding in use, and
it was finally decided to do away with the complication of safety
device and to operate all the rotary converters on the system as
plain shunt machines. The line loss on the direct-current feeders
is low enough so that this is done without having an undue varia-
tion in voltage on the conductor rails, and the results have been
perfectly satisfactory.
In connection with each sub-station is a storage battery with
a capacity of about 25 per cent of that of the rotary converter part
of the plant. In charging these batteries a shunt-wound booster
is used, which raises the voltage of the sub-station bus-bars a maxi-
mum of 120 volts. In discharging the batteries float on
the line, discharging more or less according to require-
ments. Whether charging or discharging the momentary fluc-
tuations are smoothed out by the action of the battery. In addi-
tion to taking up fluctuations the battery is useful to tide over
emergencies, if there should be an interruption of the current sup-
ply from the power house.
The question of efficiency of a polyphase distribution of this kind
is one that has been the source of much speculation and argument.
On our system we have been able in every-day practice to come
very near the rated efficiency of the apparatus, as shown by full load
acceptance tests. The system being so large, it was possible to
install large and efficient rotary converters (900 kw being the stand-
ard size adopted), and at the same time to have rotary-converter
units in sufficient number at each sub-station, so that the number
in use could be accurately adjusted to the load, and all could be
kept with a full, and hence economical, load upon them. The
batteries also aid in keeping an economical steady load on the
rotary converters and transformers. We have recording watt-
meters in all the 6600 volt three-phase feeders, leaving the power
house, and in all the direct-current bus-bars at the sub-stations.
The. difference between the readings of these wattmeters for any
given period, of course, should give the efficiency of that part of
the distribution which includes the high-tension feeders, static trans-
formers and rotary converters, but excludes the storage batteries,
the batteries being connected to the feeders outside the wattmeters.
This efficiency is found from records to be 90 per cent to 91 per
cent. The loss in the high-tension feeders varies from 3 per cent
to 7 per cent on different lines at various hours of the day.
It will be noted that the electrical apparatus used in connection
with the Ninety-Sixth Street power station and its sub-stations
is of the General Electric Company's type and manufacture, while
that pertaining to the Kingsbridge power station and its sub-sta-
tions is of the Westinghouse Electric & Manufacturing Company's
type and manufacture ; this affords us an opportunity for compar-
ing the performance of the two makes of apparatus, which should
give us some instructive and valuable data.
The electric generators at the Ninty-Sixth Street station are
driven by vertical cross-compound condensing engines, built by the
E. P. Allis Company, directly connected to the generators. Sur-
face condensers are used for each engine, and all station auxiliaries
are steam driven.
Steam is furnished to the engines by eighty Babcock & Wilcox
boilers, arranged in batteries on the first, second and third floors
of the boiler house ; each battery is rated at 500 hp nominal.
The coal used in this station is taken from boats by steam shovel
and automatic conveyors to coal bunkers in the roof of the boiler
house having a capacity of 9000 tons. The coal descends by grav-
ity to the automatic stokers with which all the boilers are equipped.
The output of this power station has been, in time of heaviest
load, which occurs about Christmas, as high as 575,000 kw-hour
per day. The output during the maximum hour of the day has
frequently gone as high as 36,000 kw, or nearly the rated load for
the eleven generating units. The load factor of this power sta-
tion varies from 60 per cent to 66 per cent.
The coal consumption at this power station is about 2.8 lbs. per
kw-hour. The coal consumption for the maximum output above
mentioned would, therefore, be 718 tons per day. The total out-
put of this power station for the year ending Dec. 31 last, amounted
to over 149,000,000 kw-hours.
The engines, boilers and piping in this station, as well as the
electrical apparatus are so arranged that the station can be operated
as three independent stations if desired. It has not been found
necessary to make this sub-division, however, and the station has
thus far been operated as one unit.
In the last four years of operation there have been but two inter-
ruptions to the steady delivery of electric current from the Ninety-
Sixth Street power station, and in both these instances the trouble
was due to causes outside of the power station itself.
The Kingsbridge power station is at present supplying current
to the two northern sub-stations on Manhattan Island and to the
sub-stations at West Farms, Mt. Vernon and Yonkers. This sta-
tion has only recently been completed, the first unit having been
put in operation about one year ago. In its arrangement this sta-
tion follows the same general plan of the Ninety-Sixth Street
station. As before noted, the electric units are of the same size
and general type. The generating units are driven by vertical
cross-compound condensing engines, built by the Westinghouse
Machine Company, directly connected to Westinghouse generators.
The steam is supplied by Babcock & Wilcox boilers, arranged on
the first and second floors of the boiler house and set in batteries
of 1000 hp each. The coal bunkers are built above the boilers,
coal being delivered to them by mechanical conveyors and fed from
the bunkers by gravity to automatic stokers with which the boilers
are equipped. The condensing plant of this station is of the type
known as the "central jet condensing," and is arranged in duplicate,
as are all of the station auxiliaries. All auxiliaries are steam
driven.
The following table shows the space required in boiler room and
in engine room per kw of capacity :
Ninety-Sixth Street Kingsbridge
Boiler room .56 sq. ft. .58 sq. ft.
Engine room .68 sq. ft. .58 sq. ft.
Totals 1.20 sq. ft. 1.16 sq. ft.
In these power stations the arrangement of apparatus is such
that they are practically several power stations under one roof.
The sub-division holds from boiler room to switchboard.
The coal used at these power stations is, depending on the market,
sometimes anthracite, bu.ckwheat size, approximately 12,000 B. T.
Us. per pound, and sometimes semi-bituminous, having a heating
value of 14,500 B. T. Us. The average amount of water evapor-
ated per pound of coal for the twenty-four hours, as measured by
water meters, is 8^ lbs. The water required per kw-hour at the
switchboard is about 23 lbs., including all the auxiliaries.
The cost of coal is 67 per cent. The cost of repairs to power
plant is 7.6 per cent, and the cost of labor is 19 per cent of the
total operating and maintenance cost of these power stations, while
the yearly cost of repairs is about 1.61 per cent of the first cost
of the power plant.
The efficiency of the engines and generators taken as a unit, that
is, the ratio between the indicated mechanical hp and the electrical
hp at the switchboard averages about 90 per cent. The line loss
between the generator switchboard and the sub-station switchboard
is 5 per cent. The conversion loss in the sub-station is, approxi-
mately 6 per cent, while the loss on the low tension feeders aver-
ages approximately 5 per cent ; giving an efficiency for the whole
generating and distributing system of 76 per cent.
A METHOD OF HANDLING INTERURBAN EXPRESS MATTER
BY GEORGE DUNFORD
General Express Agent, Utica & Mohawk Valley Railway
The Utica & Mohawk Valley Electric Express is operated on the
same plan as the old line express companies, having offices and
express wagon service at the following named cities and villages :
Rome, Oriskany, Whitesboro, N. Y. Mills, Yorkville, Utica, Frank-
fort, Ilion, Mohawk, Herkimer, Little Falls, New Hartford and
Clinton, There are employed in the express service thirty-three
men, sixteen wagons and three cars (two 40-ft. cars and one 24-ft.
body) .
The earnings for twelve months ending June 30, 1904, were as
follows :
Gross receipts $36,187.96
Operating expenses 22,177.24
Net income from operation $14,010.72
Deductions for power and interest on investment 4,557.91
Net income $9,452.81
Total tonnage, 17,208,715 lbs.
Average rate per 100 lbs., 21.03 cents.
Gross earnings per car-mile, 41 cents.
Dollars per car-hour, $4.27.
Our loss and damage account for the year ending June 30, 1904,
with all claims paid, was $17.34.
The territory through which our lines are operated is served
by the old line companies over the New York Central Hudson
River Railroad, West Shore Railroad, New York, Ontario and
Western Railroad, Delaware, Lackawanna & Western Railroad, and
in addition the Erie Canal. During seven months of the year
steam packets are operated upon the Erie Canal and picked up by
wagon, haul by boat, and deliver at destination by wagon the same
class of express matter that is handled by the electric express at
the flat rate of 5 cents per 100 lbs.
September 24, 1904.]
STREET RAILWAY JOURNAL.
447
Pohm E-SW '01- 4ini Hm
EXPRESS REOEIPT
Utica and Mohawk Valley Electric Express.
-190
Received from _ _ . 1
By THE UTICA AND MOHAWK VALLEY ELECTRIC EXPRESS, the property described below, In apparent
food order, except as noted (contents and condition of contents ol packages unknown), marked coDsigned-and destined
ej Indicated below, which said Company agrees to carry to tho said destination, if on Us road, otherwise to deliver tr-
ftaother carrier on the route to said destination.
Subjeot to conditions, endorsed on the bacK of this Receipt.
■art*, Oontlgnae* and Destination.
DESCRIPTION OF ARTICLES
EXPRESS ORDER
Utica and Mohawk Valley Electric Express,
THE UTICA ft. MOHAWK VALLEY ELECTRIC EXPRESS will receive and carry tho property marked,
signed and destined as indicated below to the said destination, if on its road, otherwise will deliver to another oa
on the route to said destination.
Subject to conditions endorsed on the bach of this Order.
Marks, Com gnces and Oe.tlnitlon.
DESCRIPTION OF ARTICLES
WEIGHT
Subject 1q Cot recllon.
Agent.
FORM E-500— ORIGINAL AND CARBON
Consignor.
Stub of
Way-Bill Mo.
LOCAL
The Utica and Mohawk Valle
FROM
EXPRESS WAY-BILL
y Flectrir, Fxprass l<
)0_
W. B. NO.
TO
Car a. n, p. n.
Cond.
SHIPPER
COLLECT"
Date 190
From
To
FORM E-501
fiikm fc -jm. MD-'IM-JOM ibtt
Office
..190 deceived in good order from the UTIGfl AND MOHAWK UflL'LEY ELECTRIC EXPRESS^ _ __
The following articles set opposite our respective names:
Office Prom
W. B.
N..
Date
CONSIGNEE
DESTINATION
or
Street and Number
Articles
Charges >
Advance
Charges
Total
To Collect
Prepaid
Time
of
Delivery
SIGNATUF.E OF CONSIGNEE
1
1
2
2
3
3
Form E-611-7-12-04-2SB.
DR.
FORM E-508
UTICA AND MOHAWK VALLEY ELECTRIC EXPRESS.
Cash Receipts.
^ Station
190
Date
of
W. B.
Pro. No
W.-B.
No.
FROM
CONSIGNEE
Express
Charges
Collectible
Advance
Charges
Collectible
Prepaid
Express
Forwarded
Miscel
eous
an-
TOTA
L
Form E-611-7-1&-04-85B.
CR.
FORM E-511— RECEIPTS
UTICA AND MOHAWK VALLEY ELECTRIC EXPRESS.
Disbursements,
„ : , ....Station
. L90
DATE
W.-B.
No.
TO
CONSIGNOR
Advanc
Charge
3
Miscell
eous
Remitta
ices
TOTAL
FORM E-511— DISBURSEMENTS
448
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
The following forms and methods are used in the transaction
of business :
Form E500 is made up in a book of 100 leaves in duplicate. It
it distributed among the shippers and used as their receipt. The
driver or agent receiving the shipment, checks each item on the
ter destined for that station to the agent or driver who signs for
them on Form E-510. This is in duplicate, and is the messenger's
receipt for way-bills and goods delivered. When the agent re-
ceives the express matter he also checks the way-bill on receiving
same. This makes a complete check of all express from shipper
THE UTICA AND MOHAWK VALLEY
Electric Express Company.
Purchasing Department.
Haw reaumt your Company at
for the fotlnwiay articles to lir fimarded liy rthtrn aprttt
Signed.
Addrett
Deitinaluin
A£cdI* Will tuatrllflt Hereon m..-.l. „ball It* l*ur.
on -". 1 or Sent Forward < O. I>.
/ herehy arlmnwleihjr receipt
(if above order,
Time,
I)tilc_
FORM E-519
Utica and lohawk Valley
ELECTRIC EXPRESS.
COPY OF DEPOSIT MEMORANDUM
HxprcS. remittance for. 190 6
Cu-li sini t., Cashier. Mala oBlce, Y. M. C. A Building. Utica >
Nickels and Pennies
Silver Coin _
Gold Coin „
Bills
Chech
Total,
Remiiiance MUST t.<* made as dit
Utica and Mohawk Valley
ELECTRIC EXPRESS.
No
Jixpress
Station
190
Silver Coin
Gold Coin
Bills
Cheek
Total,
Agent
Utica and lohawk Valley
ELECTRIC EXPRESS.
»»~D0 NOT DETACH THIS RECEIPT FROM
DEPOSIT n
This Receipt will be returned by Cashier.
- Agent-
- Station
EXPRESS REMITTANCE
FOR
Amount $
Agents MUST fill up the above blank
ready for Cashier's Receipt and when re-
turned it must be kept on file for use of
Auditor.
Received- _ _ lyo
Cashier,
FORM E-506
Form E-328. 1-1&-'CH.3M.
M
190
No.
Street,
Dear Sir :
'Please ship all our Express Goods by the Electric
Express Company.
Yours truly.
FORM 2411
receipts from the original marks on shipments,
signing his name for same. He also detaches the
stub or duplicate which accompanied the shipment
in the office and delivers it to the warehouseman,
who weighs the shipment, enters the weight and
checks same and the stub is then delivered to the
way-bill clerk. The wax-bill clerk on receiv ing the
stub enters the shipment, weight and charges, col-
lect or prepay, whichever it max lie. or Form E-501
or E-502, winch are in duplicate, and which differ
only as regards length. (Form E-502 is not shown.)
Form E-501 is what is known as a "Quarter-
Bill," and is used for small stations. Form E-502
is called tlie "Half-Hill." and is used for the larger
stations. When the express matter has been re-
ceived and way-bills are made out for same and it
is time to begin loading the cars, the way-bill clerk
totals the weight
Form 120. 10M-9-l.'0S.
Utica & Mohawk Valley j
ELECTRIC EXPRESS.
When FILLED forward J
To I:
At
When EMPTY return
to _
o
At _ '
Meaaenger will remove thia Coupon when
smpty can has been delivered.
VOID IF DETACHED.
jood for transportation of one can milk'
with a maximum capacity of ten gallons. ;
From
To
This Check willbedetached from second Cou- «
pon by Messenger and forwarded to General o
Bipress Agent with Form 510 daily. 3
GEO. DUNFORD, |
M 12202 G^'1- E*p- a*1- •
FORM 520
Utica and Mohawk Valley Electric Express.
^^ECEIPT FOB WAY Itll.I.M AND i:.\ I'KF.NS.
•Hate,
and charges on
way-bill and en-
ters same on office
register. T h e
way-bills are then ~s
delivered to the
messenger w ho -„
signs for same. «
When the mes- *
senger has re-
ceived the way-
bills, the motor-
man and warehouseman ca
in the car, the messenger
opposite each item.
The car being loaded proceeds on its route and upon arrival at
the first station the messenger delivers way-bills and express m.tt-
- : • f ,
: r
FORM E-510
11 oft' the shipments as they are loaded
making a check mark on the wav-bill
No.
Utica and Mohawk Valley
Electric Express.
S for Collection.
$ Charges for Return of Money.
$ Total amount to be returned.
From
On
190
m
m
Bill to be Collected on delivery of goods.
Goods billed to
C»-Return proceeds In this Envelope, Carefully Sealeo, without de-
lay. Do not deliver the whole or any part of the goods accompanying
this bill until you receive pay therefor ; and be careful to notice nbat
money you receive, and us far as practicable SEND THE SAME AS
HECEIVED, and follow the special instructions of the shippers, if any
are given on the bills or on the packages. If roods are refused, or If the
parties cannot be found, notify the superintendent 01 the agent of office
from whence received, with names and dates, and await further Inatrnc-
°"rate for Return of Paid C O. D.'S., 10 cents for
amounts under $50 00; 25 Cents for Amounts Over
$50.00. make Regular w.-b. for the Return C. 0. D.
Charges, Showing Charges for Return Collect or
Prepaid as the Case May Be.
notice to agents.
Agents and all employes concerned are referred to the Company's
Rules and Instructions concerning C. o„ D.'s and will be held to
strict accountability for compliance therewith.
REMARKS.
Counted and Sealed by
FORM E-525
to office at destination. After cheeking up is complete, the agent
enters each consignment on driver's sheet, Form E-508, which is
a receipt from consignee and is filed in the office for further ref-
erence.
When the agent has delivered the shipments and collected the
September 24, 1904.]
STREET RAILWAY JOURNAL.
449
charges for the day's business, he compares the driver's sheet with
way-bills and if correct enters it on cash book. Form E-511 en-
ables the auditor to make a complete check of the office at any
time he may desire to do so.
The cash book having been written up and balanced the agent
makes a report to the cashier of railway, using form E-506 in
making remittance.
Forms E-504 and E-505 (not reproduced) are a received and
forwarded abstract of way-bill and are made out by agent at each
station four times each month. It is forwarded with all way-bi'ls
to auditing department. This enables the auditor to check one
station against another.
Form E-516 (which is also not reproduced), is a correction in
duplicate used in case of an error in billing. If way-bill clerk
should overcharge or undercharge for shipment, the agent at des-
tination fills nut this form and sends it to the general agent for
approval. An investigation is made and if found correct the gen-
eral agent signs and returns copy, retaining the original. The
amount is credited or debited to him at the end of the month on
monthly balance sheet.
Form E-510 is used in (he purchasing department. Our agents
call on the different merchants each morning to ascertain if any-
thing is needed from any town on our line. This order is for-
warded on the first passenger car after order has been received
and is delivered on arrival at destination. For instance a merchant
at Little Falls, wishing to purchase an article in Utica, 22 miles
from Utica, gives our agent at Little Falls an order in the morn-
ing and he can receive the goods between one and two o'clock the
same afternoon.
Form E-525 is an envelope accompanying C. O. D. shipments
and is used for the return of the money.
Form 520 is a milk ticket, sold to shippers and attached to t'>e
can. When the messenger receives this shipment he detaches the
coupon, which is delivered to the auditor, the balance of the tag
remaining on the can returns same, free of charge, to shipper, when
empty.
Form 249 is used as a soliciting card and is distributed to mer-
chants by our agents.
. Form E-509 (not reproduced) is the monthly balance sheet. It
is made out by the local agent at each station and sent to the gen-
eral agent, who checks each period of abstract to ascertain if the
accounts of his office are correct.
—
REPORT ON HIGH VOLTAGE TRANSMISSION LINES
BY S. B. STOKER, H. O. ROCKWELL AND R. E. DANFORTH
Committee
The committee appointed to investigate the dangers incident to
high voltage power transmission lines, have the honor to report
to you the following :
The committee, in their investigations, have assumed that the
principal objects to be attained were the determination of the con-
ditions under which high voltage power transmission lines become
dangerous to the general public, and also to determine, if
possible, the proper measures to lie taken for the prevention of such
dangers. With this end in view, and by the courtesy of Mr. C.
Loomis Allen, general manager, and Mr. W. J. Harvie, E. E, of
the Utica & Mohawk Valley Railway Company, of Utica, N. Y.,
a short transmission line was erected and arrangements made to
conveniently subject the conductors to the worst possible condi-
tions that might arise in the operation of any high voltage line.
This experimental line was built on the railway company's prop-
erty adjacent to their Frankfort sub-station, which is supplied with
20,000 volt, three-phase, 60-cycle, alternating-current power gen-
erated at the Trenton Falls water power plant of the Utica Gas &
Electric Company. Poles No. I, 3 and 6 are cedar: poles No. 2
and 5 are chestnut, and pole No. 4 is of iron, being a standard
4 inch, 5 inch, 6 inch tubular type, 28 ft. long. The wooden poles,
are 35 ft. in length and set to a depth of 7 ft. Poles No. 2 and 4
are set in concrete and the others set in earth in the usual way.
For convenience the poles are numbered beginning with the one
adjacent to the sub-station.
A double set of cross-arms are provided, the upper one carrying
four conductors and the bottom one two, arranged so that the
wires on each side of the pole form an inverted triangle approxi-
mately 24 ins. on ;i side. The wires on one side of the poles were
copper and those on the opposite side aluminum, all being mounted
on Locke No. too, chocolate colored insulators, Tests were made,
however, only on the aluminum conductors. The upper cross-arm
was 7 ft. S ins. long, and the lower one 5 ft. 4 ins. long, both
being 4J4 ins. by 4 ins. These cross-arms are set in gains and fast-
ened on with a single bolt passing through the pole and supported
by a one-piece galvanized iron brace which is lag-screwed to the
pole and bolted to a small angle iron attached to the arm.
The above is the standard type of construction used by the Utica
& Mohawk Valley Railway Company.
The cross-arms on the iron pole were held in place by a collar
and bolts, no braces being used.
In order to obtain the necessary high voltage current without
causing trouble to the main transmission system, two 330 kw oil
insulated, self-cooling transformers were supplied and connected
so as to receive current at 360 volts, raising it to 20,000 volts for
use on the experimental line. The transformers are V connected
so as to transform from three-phase to three-phase, giving regular
working conditions. The switching of the current was all done
in the low voltage side of the transformers in which there was
also connected three alternating-current ammeters supplied by the
Westinghouse Electric & Manufacturing Company for use during
the tests. One meter was connected in each phase. The volt-
meters used were of the Weston portable, alternating-current type
and a Westinghouse static ground detector reading from 0 to 3000
volts, all of w hich had been recently calibrated. One of the Weston
meters had a double scale for either 150 or 300 volts and the other
one a double scale for 300 or 600 volts.
In order to approximate the conditions which might be met by
a person leaning against a pole and receiving a shock, due to
possible leakage through the pole or over its surface, an aluminum
cable was wrapped around poles No. 2 and No. 3 about 6 ft. from
the ground, three turns being taken around each pole and a con-
nection to the center of the pole being made by a large spike
driven into the pole and around which the ends of the alumnium
cable were fastened. The difference of potential between this
aluminum band around the pole and the ground would represent
the maximum shock or voltage obtainable by any person leaning
against the pole or coming in contact with it.
With the line in normal operating condition, either wet or dry,
it was impossible to find any difference of potential between these
points as determined either by voltmeter or by personal contact ;
nor could any be found when different wires were laid on cross-
arms on adjacent poles until they were tied to the iron braces.
With one conductor removed from the insulator and lying on
top of the cross-arm, as well as being connected to the iron brace,
no leakage was obtainable with the pole dry; with the pole wet
after a twelve hour's hard rain, the Weston voltmeter showed a
difference of potential of 90 volts. The shock obtained by per-
sonal contact was somewhat in excess of this amount owing to the
higher resistance of the human body than that of the voltmeter.
The closing of the voltmeter circuit between the aluminum band
wire and the ground would materially reduce the shock.
In order to obtain severe conditions one of the other conductors
was removed from its insulator on pole No. 3, laid on the cross-arm
and connected to the iron brace exactly in the same manner as
on pole No. 2. This arrangement gave a difference of potential
of 20,000 volts between the two cross-arms on pole No. 2 and pole
No. 3, and is the shortest path obtainable for the current flowing
through the entire length of the poles and the intervening ground.
■ Under these conditions, with both poles soaked after a twelve
hour's hard rain, the difference of potential between the band wire
on No. 2 pole and the ground was 270 volts, and that between the
band wire on No. 3 pole and the ground was 170 volts. This
difference was probably due to the fact that the one showing the
higher difference of potential was set in concrete, while the other
was in wet earth. This shows that the resistance of the concrete
even though wet, is considerably higher than that of wet earth.
As the worst possible conditions, the third wire of this line was
removed from its insulator and laid on the cross-arm supported
by the iron pole. It will be noted that this arrangement gave all
three phases with conductors removed from their insulators and
laid on the cross-arms of three consecutive poles — the two wires
on the woorlen poles being in addition tied to the iron braces —
one of the poles of iron and the two wooden ones, water soaked
after a heavy rain. Between the band wire on pole No. 2 and the
ground the voltmeter indicated 320; between the band wire on
pole No. 3 and the ground the voltmeter indicated 300; while be-
tween the iron pole and the ground there was no difference of po-
tential— showing that although set in concrete its base probably
extended through to wet earth, making a good ground.
The voltmeter was then connected in circuit between the band
wire of pole No. 2 and that on pole No. 3. showing a difference
of potential of 370 volts, which by calculation from current and
voltmeter resistance shows a resistance of approximately 1400 ohms
between these two points. During a later test after several clays
ol dr) weather, the poles having been wet down with a hose,
the resistance of pole No. 2 from the band wire to the ground was
determined as approximately 17R0 ohms, a static voltmeter being
used. This difference in resistance is due to the fact that in the
later test (he bodv of the pole contained less moisture than in the
45<5
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
first test. The latter test also seemed to show that at least 75
per cent of the total drop in potential occurred at the point of
contact between the brace or lag screw and the pole.
It should be noted that as stated previously the shock obtain-
able by a human being would be considerable in excess of that in-
dicated by a Weston voltmeter and would be correspondingly less
than that indicated by a static voltmeter.
The above results were obtained by using a line voltage of
20,000, but the effect of increasing or decreasing the line voltage
would be to modify the results obtained in practically the same
proportion.
The most interesting experiment performed was for the pur-
pose of determining the possible danger to persons standing on the
ground and holding a hose throwing a stream of water on either a
trolley wire or a high voltage transmission line. For the purpose
I
DIAGRAMS SHOWING TEST LINE
of this demonstration a fire engine was secured from the village of
Frankfort and placed so as to take water from the Erie Canal,
which is within about 300 ft. of the sub-station. A line of 3^-
inch hose with a \% in. nozzle, was carried to the experimental line,
the nozzle being placed at an angle of about 60 degs. and throwing
the stream directly on the 600-volt trolley wire, and later on the
20,000-volt transmission wires. In neither case was it possible to
obtain the slightest shock even while standing on the rail or the
wet ground and holding the brass nozzle in bare hands. The
length of the stream from nozzle to trolley wire was about 20 ft.,
and about 30 ft. to the transmission wires.
It was also found that it was impossible to short circuit the
20,000-volt line even by throwing the stream so as to strike two
of the wires, which as stated previously are only 24 ins. apart ;
nor did an}' change in the ammeters in circuit indicate that any
current passed between the two wires over the stream of water.
The series of tests indicate that under certain possible condi-
tions of high voltage transmission, wooden poles may become suffi-
ciently charged to render them dangerous. These conditions while
possible are, however, extremely improbable, but it is nevertheless
advisable that proper means be devised for affording necessary pro-
tection; and we therefore offer the following suggestions in rela-
tion to such protection.
It was shown that when the band wire which was wrapped
around the wooden poles was grounded it was practically impossi-
ble to obtain a shock by standing on the ground and touching any
portion of the pole below the band wire. We therefore suggest
that all wooden poles in exposed locations, which are carrying high
voltage transmission lines, be supplied with a metal band placed
tightly around the pole about 6 ft. from the ground and permanently
and durably connected to the ground.
Where iron poles or towers are used if they are merely set in
earth, no protective device of the above character is required. If
they are set in concrete there might be a slight shock obtained if
the concrete was very dry and covered every portion of the pole
where placed in the ground. This condition can be avoided by
having the pole project several inches through the concrete into
the earth. Galvanized iron poles or towers set in earth without
the use of concrete are therefore preferable as regards safety from
accidental shock over any other type.
For protection from possible danger due to wires carrying a
high voltage breaking in and lying on the ground, we would sug-
gest that poles or towers in exposed places be fitted with thor-
oughly and permanently grounded iron shields or brackets which
extend on each side of each pole and cross-arm to a sufficient
distance and at a proper height, so that a break in the wire would
cause the ends to come immediately in firm contact with the
grounded shields by dropping upon them. In this case no one
received a severe shock from the broken ends which might be
lying on the ground or suspended within reach, as the wires would
be at the same potential as the earth on which the person was stand-
ing.
A grounded network suspended under the transmission wires, if
properly installed, would accomplish the same results.
The suggestions embodied above are the results of experiments
conducted on three different occasions under widely varying con-
ditions.
The committee feels that this is a highly important subject and
demands further investigation before final recommendations are
RELATIVE ECONOMY IN THE OPERATION OF LONG AND
SHORT CARS n .
BY W. J. DAVIS, JR.
Of the General Electric Company, Schenectady, N. Y.
In cities of the first and second classes the headway between
cars on the principal lines is as short as safe operation will permit,
and on many of the less important lines is such that no stipulation
in travel will result from further decrease. In such cases it is
obviously necessary, in order to handle the traffic, to use long heavy
cars having the greatest seating capacity allowed by clearance dia-
grams and other local conditions. Not only are the gross receipts
increased thereby, but the expense of operation is materially less
on account of the reduced cost of transportation wages per pas-
senger carried.
In cities of the third class, however, the question becomes more
complicated and difficult of solution. In the first place the
frequency of service must be regulated with reference to securing
maximum patronage ; secondly ; the size of the car best suited to
the average travel must be determined, consideration being given
to the initial cost of equipment and to gross operating expenses.
Finally, the above items must be balanced one against the other in
order to make the most economical selection of equipment and
schedule.
This paper will be limited in scope to a discussion of power
consumption of cars of various sizes and weights, and relative cost
of operation as applying to cities of 30,000 to 50,000 inhabitants.
POWER CONSUMPTION
It is assumed that the cars will operate at schedule speed of
8.5 m. p. h., making 6 to 10 stops per mile and giving maximum
speed of about 22 m. p. h. on tangent level track. We will consider
four sizes of car, having seats for twenty-two, thirty, forty and
forty-eight passengers respectively. The following data will apply :
DESCRIPTION
Closed Closed Closed Closed
Type Trucks Single Max. Track Max. Track Double
Length of body, feet 16 22 28 35
Length over all, feet 22 30 37 45
Seating capacity 22 30 40 48
WEIGHTS
Pounds Pounds Pounds Pounds
Car body 6,000 8,400 11,700 18,000
Trucks 4,500 6,700 6,700 12,400
Equipments 4,600 5,200 6,200 7,100
Passengers 3,000 4,000 5,400 6,500
Totals 18,100 24,300 30,000 44,000*
Tons, taken 9 12 15 22
September 24, 1904.]
STREET RAILWAY JOURNAL.
45i
EQUIPMENT
Number of motors 2 2 2 2
Horse-power, each 25 35 40 60
COST
Car equipped complete $2,550 $3,120 $3,640 $5,650
POWER
Watt-hours per ton-mile 140 140 140 140
Kw-hours per car-mile 1.26 1.68 2.10 3.08
Average kilowatt at power house. 10.7 14.3 17.9 26.2
Maximum kilowatt at starting.... 57 70 86 125
Attention is directed to the estimate of energy consumption as
shown above. The values given are based on wattmeter tests and
indicate the average energy throughout the day as recorded at the
power station switchboard — modern equipment, good bonding, ade-
quate feeder system and capable handling of the car being assumed.
Observation has shown that energy demanded by cars of equal
weight varies largely in different localities, in some instances run-
ning as low as no watt hours per ton mile, and in others reaching
as high as 180 and even 200 watt hours per ton mile. This wide
variation is due largely to local conditions, such as obstruction of
the tracks by teams, necessitating frequent slow downs and consid-
erable running on resistance, a gear reduction giving a maximum
speed too high in proportion to the average frequency of stops, or
careless and inefficient handling of the controller by the motorman.
The latter item is of more importance than it is ordinarily credited
with, as trials with recording wattmeters placed upon the cars
have shown a possible saving of 15 to 20 per cent due to motorman
giving closer attention to track and car conditions having an in-
fluence on power consumption. The value of 140 watt hours per
ton mile as given above is being regularly obtained in actual ser-
vice in many places, but does not include power demanded by the
heating and lighting circuits. The average energy at the power
house is seen to vary from 107 kw for the 16-ft. car, to 26.2 kw for
a 35-ft. car. Assuming rate of acceleration of 1.5 to 1.75 m. p. h. per
second, power at starting will vary from 57 kw for the 16-ft. car
to 125 kw for the 35-ft. car.
COST OF OPERATION
For purpose of illustration, the writer has assumed operating
conditions such as would normally exist in a city of about 40,000
inhabitants. The average mileage per car per day has been taken
at 112, average car mileage per day 3650, cost of power, exclusive
of fixed charges, 1 cent per kw-hour, and total wages of motorman
and conductor 42 cents per hour.
In making a general comparison between long and short cars
two cases must be considered, one based on constant seat mileage
and the other on constant car mileage per day.
CASE I.
Number of cars in service and headway between them adjusted
to give constant seat mileage per day:
Size of car (length of body), feet 16 22 28 35
Number of seat-miles per day... 80,300 80,300 80,300 80,300
Number of car-miles per day.... 3,650 2,670 2,010 1,670
Number of cars in service 33 24 18 15
Kw-hours per day 4,600 4,220 - 3,780 4.4O0
COST PER CAR-MILE IN CENTS
Power-house expenses 1.26 1.68 2.10 3.08
Transportation wages 4.94 4.94 4.94 4.94
Maintenance, car bodies and trucks 64 .91 .93 1.06
electrical equipment 45 .54 .60 .65
roadbed 36 .49 .65 .79
overhead lines 24 .24 .24 .24
Salaries and general expenses 1.30 1.73 2.23 2.84
Legal expenses 40 .55 .73 .87
Total per car-mile 9.59 11.08 1 2.42 14.47
Total per seat-mile 44 .37 .31 .30
CASE II.
Number of cars in service and headway between them constant
for all sizes of cars :
Size of car (length of body), feet 16 22 2S 35
Number of seat-miles per day 80,300 109,500 146,000 175,200
Number of car-miles per day 3,650 3,650 3,650 3,650
Number of cars in service 33 33 33 33
Kw-hours per day 4,600 5,770 6,860 9,640
COST PER CAR-MILE IN CENTS
Power-house expenses 1.26 1.68 2.10 3.08
Transportation wages 4.94 4.94 4.94 4.94
Maintenance, car-bodies and trucks 64 .91 .93 1.06
electrical equipment 45 .54 .60 .65
" roadbed 36 .36 .36 .36
overhead lines 24 .24 .24 .24
Salaries arid general expenses 1.30 1.42 1.56 1.87
Legal expenses 40 . 40 . 40 . 40
Total per car-mile 9.59 10.49 11.13 12.60
Total per seat-mile 44 .35 .28 .28
From the above tabulated data it appears that while the cost of
operation per car mile increases directly with the size of the car,
the cost per seat mile decreases. Also that both of these items are
diminished up to a certain point by increase in the number of cars
operated.
In cities of the third class, the normal headway between cars will
vary from five minutes on the trunk lines to fifteen minutes on the
suburban lines. This frequency cannot be diminished without dan-
ger of reduction in traffic as the average able bodied citizen will
walk a mile rather than wait twenty minutes or half an hour for
a car to carry him that distance. Generally speaking, a 16-ft. or
18-ft. car will be found large enough to handle the average travel,
extra cars being put on during morning and evening rush hours.
There may be cases, however, where the use of a 22-ft. or even a 28-
ft. car for normal service would be justified by the necessity of mov-
ing a large number of passengers during hours of opening and clos-
ing of business. Such a case would occur where the business section
lies at one end of the city and the residence section at the other end.
As an example, assume that normal service on a given line requires
four 16-ft. cars operating on fifteen minute headway, and that for
two hours in the morning and two hours at night five minute ser-
vice is necessary, calling for twelve cars. Equal carrying capacity
during rush hours may be secured with six 28-ft. cars. Assuming
maintenance of permanent way and general expense charges to be
unchanged, the following comparison may be made:
16-Ft. Car 28-Ft. Car
Number of cars 12 6
Car-miles per day 884 680
Cost of power, transportation wages and maintenance
of equipment per- car-mile $0.0729 $0.0857
Cost of power, etc., per day 64.64 58.28
Initial cost of cars 30,600 . 21,840.
Average kilowatt at power house 128.4 1^7.4
It will be seen that there is a saving in operation for this par-
ticular line of $6.36 per day, or $2,300 per annum, a reduction in
initial cost of rolling stock of about 30 per cent and a reduction in
power of 15 per cent. Another point in importance not shown
by the tables is that the number of extra crews is reduced, thus
simplifying arrangement of runs and introducing other small econo-
mies in general expense.
It may be broadly stated that when double service is required
on any line for at least three hours per day, the use of long cars is
preferable. The operating cost will just about equal that of small
cars having equal aggregate carrying capacity, the gain consisting
in considerable decrease in cost of equipment and appreciable reduc-
tion in average power consumed.
Another condition favorable to the use of long cars exists on
those roads catering especially to holiday and pleasure travel dur-
ing the summer months. An investment in thirteen and fifteen-
bench open cars will obviously yield larger net income than an equal
investment in seven and nine-bench cars, although frequently a
combination equipment will be found economical, small single truck
cars with two motors being employed for normal daily service and
large double-truck cars mounting four similar motors held as re-
serve for special service. The motors will thus be all alike and
interchangeable from one style of equipment to the other.
THE QUESTION OF FREIGHT
BY L. W. SERRELL
The primary object in the construction of railroads is to move
both passengers and property from place to place, landing the
passengers as near as possible to the place at which they wish to
alight and delivering freight and express matter at its destination.
The development of the electric railway has been very rapid.
In the early part of 1888, only 86 miles of electric railway were in
operation in the LTnited States, using about 172 cars. The census
report for June 30, 1902, shows 22,589 miles of electric railway,
using 67,199 cars, and requiring 1,298,133 hp for its operation. The
total number of passengers carried during the year was nearly
6,000,000,000, with gross earnings of almost $242,000,000. This
enormous development has taken place principally with the idea of
picking up and dropping passengers along highways, but the electric
railway has long since passed from a city road and is to-day in
practical competition with the steam railroads. It operates its
cars over private rights of way at a high speed between cities and
the day is not far distant when Albany and Chicago will be con-
nected with trolley railways.
During most of the time this development has been taking place
the idea of carrying freight has received scant attention, as the
energies of electric railway managers have been taxed to their
45^
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 13.
uttermost to successfully handle the crowds of short riders. In
many places, however, the municipalities have had an idea that
possibly this development would in time lead to the carrying of
freight through their streets and they have exacted franchises pro-
hibiting such uses of the highway, but with the development of the
interurban road operating largely on private rights of way, even
such restrictions cannot altogether prevent the profitable handling
of interborough freight.
The possibilities of freight business are now so generally
recognized that it is seldom promotors present a prospectus for a
new electric road which does not include large estimated freight
receipts, usually much in excess of what the roads will actually
earn.
In order to successfully handle freight, it must be carried to
its destination, which is usually its market, and up to the present
An examination of thirteen steam railroads in the State of Penn-
sylvania, averaging in length from 10 to 30 miles, with steam rail-
road connection and facilities for shipment without transfer from
cars, shows the average gross freight earnings per mile of track per
annum $2,270. Of this amount two-thirds is the product of mines,
and one-third, or about $750 per mile per annum, is made up of
the products of agriculture, animals, forests, merchandise, manu-
facturing and miscellaneous freight.
The Street Railway Journal of April 18, 1903, places the aver-
age freight receipts at $650 gross per mile of track per annum,
and in the Sept. 12, 1903, issue of the Street Railway Journal,
Mr. J. B. McClary places the average gross receipts of thirty-seven
roads of the Middle West at $27,000 per road per annum.
In some sections of New York State, the following table gives
the average yield per acre in tons for agricultural products : Hay
SOME STATISTICS ON POPULATION AS RELATED TO OPERATION OF INTERURBAN ROADS (JUNE 30, 1902)
Presented and Compiled by H. M. Beardsley, of Elmifa
Name
Total
Population
Miles
of Road
Pop.
per Mile
Bonds
Bonds
per Mile
Rate
Stock
Divi
dend
Total
Capital-
ization
per Mile
Passengers
Carried
Passengers
per Mile
No.
Times
Pop.
Surplus over
Interest
and Op. Ex-
penses
Income
Op. Exp.
Per
Ct.
A
K
C
D
E
F
G
H
I
K-*
L
M
N
O
P
Q --
R
S. ...
T
79,893
61,941
49,401
41,044
45.255
62,684
41,508
36,323
66,009
44,119
f 3,413
41,156
45,354
41,876
43,345
80,646
74.244
57,992
30,955
39,231
1,071,879
62.96
30 50
38.09
56.18
30.OO
27.60
18.00
34.31
27.70
37.00
34 59
50.00
36.70
27.24
36.12
76.20
42.25
34.53
30.60
19.71
750.34
1 ,200
2,03!)
1,288
721
1 ,508
2,271
2,3"9
1,000
2,383
1,192
2,411
823
1,233
1,537
1 ,200
1.137
1,757
1,680
1,000
2,000
$
2,OC0,00G
1 ,037,000
1,400,000
1,00 ■ 1,000
300,000
490,000
100,000
350,000
400,000
45,000
250,000
1,350,000
1,267.000
060,000
1,000 000
2,150.000
920,000
1.887,500
750,000
31,700
35,040
36,755
17,800
10,000
17,753
5,555
10.201
14,440
1,216
7,227
27,000
34,466
24,229
27,685
28,215
21,775
54,662
24,609
5
4
5
5
4 and 5
5
5
4 and 5
5
5
5
5
5 and 0
5
4<A
4% and 5
5
4 and 5
5 and 6
$
2,000,000
000,00 J
1,000.000
627,100
350,000
150,000
200,000
525,000
600,000
7:9.000
520,500
1.500 000
731,860
224.000
6011,000
461,237
920,000
4,000,000
1,250,01)0
500,000
"6
6
3
8
5
..
"8
$
63.532
55,311
03,009
28.962
21.666
23,185
10,606
25,300
36,1 m
27,687
22,275
144,847
54,376
62 385
45,681
41,726
43,550
170,504
63,359
25,368
6.058, 00
4,642,836
4,202,493
4,436,152
3,765.154
2,328,243
2,204,066
2,906,377
6,160.597
4,013,804
5,427,947
3.921,701
5,031,090
4,155,206
4,530,949
9,849,445
3,337,148
5,515.401
3,057,750
3,005,635
89,876,260
90,224
119 437
1 1 1 ,643
78,963
125,505
84.357
122 448
H4.05I
222,404
108 481
15r,,922
7M.434
136,863
152,540
125 000
129.200
78,985
159,727
119.531
185,900
76
75
86
108
83
37
53
80
93
91
65
95
110
99
105
113
44
95
118
93
$
61,165
18.970
Def. 26,787
19,052
64,976
10,613
28,100
26,614
104,341
66,686
19,181
10,500
18,653
Def. 5,324
21,879
27,637
102.660
8,803
9,714
48,819
$
381,511.28
192,799.10
307,823.73
213.100 37
201.248.04
113,174.96
116,111.00
145,092.60
326,124.59
196,979.07
235,171.76
200 000.00
202,633 10
160,865.02
292,128.57
388,981.02
334,932.89
344 227 40
169,459.91
183,878.30
$
220.346 38
130,349.58
264,61001
144,048 99
121,272.26
72,061.72
83,010.28
100,978.99
201,783.69
128,043.09
203,490.92
122,000.00
120,630.05
133,189 69
225.249.11
253.844.13
186,372 69
241.049.97
] 19,745.20
135,059.63
57.7
67.0
85.9
67.6
65.4
63.7
75
69.6
61.8
65
87
61 -
60
82
77.1
65.2
55
72
70
74
Totals and av.
1,428
17,400 500
17,738,697
46.839
119,780
84
time electric railway companies have been practically limited in
(he amount of freight handled to that which is produced and con-
sumed along its own line of road.
Some idea of the amount of this business may be gathered from
the following data :
In New York State for the year ending June 30, 1903, we find
the following:
NEW YORK STATE
Receipts per
Freight and Car Car-Mile
Express Miles Cents
Albany $37,936 49,797 75
Rochester 28,381 46,764 60
Newburgh 12,881 16,516 78
Hudson Valley 22,190 54,842 40
Brooklyn Heights 75,658 ' 189,494 40
Buffalo 89,354 219,672 41
It will be noted from the above that the freight receipts per car
mile are large.
The freight business on electric roads in the Eastern West
has been developed more than in any other section of the country.
For the year ending April 30, 1903, I have been able to secure the
following information :
OHIO
Freight Express Total
Eastern Ohio Traction $44,000 $44,000
Toledo & Western 23,000 23,000
Cincinnati, Georgetown & Portsmouth 37.500 $10,200 47,700
'Cleveland & Southwestern 10,000 7,200 17,200
Lake Shore Electric 26,200 4,700 30,900
No details are obtainable as to car mileage or cost of operation.
No information is published that is absolutely reliable for the
State of Pennsylvania.
The following roads report incomes from other sources than
passenger for the year ending June 30, 1903, as follows :
Incomes Other than Passengers
Altoona & Logan Valley $29,562
Lancaster 22,305
Harrisburg Traction 40,411
Lehigh Valley Traction 34,193
It is probable that these figures are largely made up of freight
and express receipts.
V/2 tons; wheat, y2 ton; barley, 1 ton; oats, 6 tons; buckwheat,
1 ton.
The amount of milk produced varies considerably with differ-
ent sections of the country, although usually the suburbs of large
cities are quite large producers of milk, on account of the city
demand. 1 have some figures before me that show about 6500
gallons of milk per square mile per annum for such localities.
It is almost hopeless for electric railways to hope to handle
coal, until steam railroads are willing to entrust their coal cars
laden with coal to the electric roads for delivery. The best
figures that I have been able to obtain show that there is consumed
for household purposes about 2 tons of coal per capita per annum.
It is not the purpose of this article to deal with the question of
freight rates, neither with the methods of billing the same and
the books of account, but simply to discuss the freight business
that can be secured under present conditions, and point out some
methods, the adoption of which would probably lead to large in-
creases in receipts from this source.
I have already stated that the freight business now done on
electric railways is confined very largely to the freight produced
and consumed along the line of each individual road. This, of
course, includes a small percentage of freight originally shipped on
the line of some steam road and consigned to some station on the
line of an electric road, the freight being broken in bulk and taken
by the electric road to its destination.
There seems to be a settled policy among steam railroads
to decline to do business with electric roads under any form of
traffic agreement. To illustrate this point, some time ago the
Delaware & Hudson Railroad posted notices in all of their stations
instructing agents not to receive freight consigned to any point on
the Oneonta, Cooperstown & Richfield Springs Electric Railway.
The Lehigh Valley Railroad recently positively refused to enter into
any traffic agreement with a certain electric railroad to receive from
or deliver to it any freight, even though by so doing they would
have secured from the electric road a terminus in a city of over
100,000 population. They likewise declined to allow the electric rail-
way to sell tickets from said city to any point on their road, or to
sell tickets themselves from any of their own stations over the
electric railway to the large city in question.
The Delaware, Lackawanna & Western Railroad has recently
been fighting in the Courts to prevent an electric railway putting
in a switch from the center of the highway that was intended to
connect with their tracks to facilitate freight handling.
September 24, 1904.]
STREET RAILWAY JOURNAL.
453
One might wonder why steam railroads should thus oppose con-
nection with electric- roads that would result in a profitable busi-
ness to them. The answer is probably this. The majority of
steam railroads are banded together through traffic associations
to maintain freight rates and prevent traffic wars. These associa-
tions exist throughout different sections of the country and each
association is made up of the traffic managers of steam railroads
which belong to the association. It is possible that the proceed-
ings of these associations are secret and that they are guided by
unwritten laws. At- any rate, at the present time, the associations
are accomplishing good results in maintaining rates. There seems
to be an understanding that the members of the associations will
not invade new territory, other than that already occupied, and the
probabilities arc that any member of such an association entering
into a traffic agreement with any electric railway to receive from
them or to deliver to them freight in bulk, shipping the same
through on one bill of lading from shipping point to destination,
would subject itself to a freight war at some other more important
point. This is doubtless the reason why the steam railroads do
not dare to make any traffic agreement with electric railways that
would result in a profitable and increased business to both.
f have recently received official figures regarding the freight
business done on an electric railway 37 miles long which formerly
was operated by steam and was a member of certain traffic associ-
ation--., and thus received and delivered freight on one through bill
of lading in the original cars. Since the equipment of this road
and its operation by electricity, the management have been unable
to make any arrangement to pro rate the freight charges, but have
operated with the advantage of through shipments in their favor,
each railroad charging its own rate. The business done this last
year under these conditions was as follows:
Freight $32,000
Express 5,500
Milk 3,000
Total $40,500
or practically $i,ioo gross per mile of track per annum, which is
half as much again as most electric railways are able to earn oper-
ating without this advantage. The express receipts are large,
owing to the fact that the arrangement is made with the American
Kxpress Company who do business on the electric road the same
as on any steam road.
During- the past few years, a number- of steam railroads have
purchased electric railroads paralleling their own tracks. It has
generally been the impression that these purchases have been made
so that the steam railroads might control important links that
would prevent the formation of a large system of competing elec-
tric roads, but doubtless the steam railroad people, whose busi-
ness consists largely in handling freight, have appreciated the pos-
sibility of a traffic organization being formed similar to their own
among the electric railroads by which freight could be handled
and distributed over a large section of country as a greater men-
ace to their business than simply controlling some important link
to prevent through passenger traffic. It is the writer's belief that
this possibility has not before been brought home to the managers
and owners of the electric properties that exist to-day. Suppose,
for example, a traffic association was formed having as its members
all of the electric railways that will shortly reach from Albany to
Chicago, the object of this association being to ship freight over
the electric road lines without breaking bulk to any points in the
territory covered by them. Such an association, properly organ-
bed and fostered, would result in far more dangerous competition
to steam railroads than any through passenger business that can
ever be built up. And it seems possible that in the purchase of
important electric links by steam railroad corporations they have
had in mind the prevention of this development more than any-
thing else.
From the investigations the writer has made regarding the
amount of freight now handled by electric railways which has cov-
ered a number of individual cases, except in unusual cases, the
amount of this business under present conditions will not exceed
$750 gross per mile of track per annum, and it is the writer's belief
that the time has now come to organize a freight traffic association
among the electric railways now operated for the purpose of estab-
lishing interchange of freight and broader markets for the same,
and that the establishment of such an association is necessary if
the electric railways would hope to largely increase the freight busi-
ness thev are now doing.
♦♦^
An attempt was made to hold up a street car in Portland, Ore.,
Monday evening, Sept. 5, and a police officer was shot by the dar-
ing criminal in making the arrest. It is thought the bandit is the
same person that held up a Portland Heights car a few weeks ago.
BLOCK SIGNALING OF ELECTRIC RAILWAYS WITH TRACK
CIRCUIT CONTROL
BY J. B. STRUBLE
Of the Union Switch & Signal Company
The system of protecting railway traffic by means of signals
automatically controlled by track circuits has been in operation
on steam roads a number of years, but only recently has the demand
been felt for a like means for protecting electric traffic.
As applied on steam roads, the track circuit consists in insulat-
ing the tracks so as to form sections or blocks. Across the rails
at one end of the section are connected the terminals of a few cells
of a gravity battery, and across the rails at the other end are con-
nected the terminals of the relay.
A track circuit so equipped is not applicable to a road using di-
rect-current electric propulsion, provided the rails serve as return
conductors for the motor current, because of the influence which
the return current would have upon the track relay, which in turn
controls the circuit governing the position of the signal. To over-
come this difficulty it is necessary to employ a current for the track
circuit which has such characteristic difference from that of direct-
current as will operate selectively upon the track relay. Alternat-
ing-current accomplishes this because of its ability to induce a cur-
rent in another circuit brought within its magnetic field, a property
not possessed by direct-current.
The track relay is, therefore, of the induction type and responds
to alternating-current and not to direct-current. An excess of
direct-current cannot cause a wrong operation of the signal other
than to cause it to indicate danger, for if a fuse or other protective
device fails to open the circuit, the relay coils would be destroyed,
resulting in the signal indicating danger. With this relay there is
no such thing as residual magnetism; in this respect differing from
the direct-current relay.
Two main feed wires bearing alternating-current at, say 60 cycles
and 2000 volts, extend the length of the system, and across these
are connected the primaries of the track circuit transformers, the
secondary leads of which are connected through low ohmic resist-
ance, across the rails at the exit end of each track circuit. Across
the rails at the entering end are connected the terminals of the in-
duction relay. We now have a circuit consisting of the secondary of
the transformer, the rails and the coils of the track relay. Through
the track rails of this circuit passes simultaneously two kinds of
current, alternating, induced by the primary of the transformer,
and direct, the return from the car motors. Since direct-current
tends to make ineffective the alternating-current, an impedance
coil is connected across the relay terminals, or the track rails;
this has low ohmic resistance, but high inductive resistance or
impedance to the passage of alternating-current, and serves to shunt
the direct-current from, while compelling the alternating-current
to pass through the relay.
In one arrangement of the track circuit it is necessary to insert
insulations in but one of the rails at the end of each section, the
other rail remaining continuous and serving as a return conductor
of the motor current.
Another arrangement is that of continuing the use of both rails
in their original capacity, while at the same time serving the pur-
pose of block rails for the operation of signals. This is done by
applying insulations in one or both rails at the terminals of block
sections and connecting around these insulations by inductive bonds.
These bonds are simply impedance coils of very low ohmic resist-
ance, permitting- the return direct current to pass through them but
impeding the passage of alternating-current.
The track circuit, whether operated by direct or alternating-
current, and whether applied to steam or electric roads, has no re-
lation to the type of signal which it governs. Signals are of many
designs and are actuated manually or by power in a number of
different forms, but the functional relation of the track circuit to
all of them is the same. i. e., the signal is caused to indicate
danger as long as the track section which it governs is occupied
by a pair of wheels. There are, however, usually certain conditions
associated with track circuits which make signals of a certain type
preferable.
Thus the alternating-current track circuit, which applies almost
exclusively to electric roads, is associated with electric power
which is at all points available for the operation of purely electric
signals. Such signals are of various types, but the simplest in form
is that of the direct-acting solenoid. This preferably uses for its
operation the direct-current of the propulsion system. Another
form is that of the motor-geared, using storage batteries which are
charged through resistance from the trolley or third rail.
Should trains other than electric traverse the system at times
when the power is shut down, these batteries serve to keep the sig-
nals alive and operative. Then again a signal driven by induction
454
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
motor, drawing power from the alternating mains which supply the
track circuits, has advantages, one of which is that of making the
signal system self-contained and independent of other departments
of the road.
The important matter of lighting the signals at night is a valua-
ble incidental feature to the alternating-current track circuit system.
For this purpose the track transformers are supplied with two sec-
ondary coils, thus securing any desired voltage for the lights.
Way stations may be lighted from the signal mains, thus secur-
ing the advantage of high voltage transmission. Usually the size
of the mains need not be increased because of this additional duty,
because at high voltage a wire of sufficient mechanical strength has
a larger section than that required for supplying current to the sig-
nal system.
The first signal installation in service, using alternating-current,
is that on the North Shore Railroad in California. This was in-
stalled by the Union Switch & Signal Company about one year
ago, and has given the best of satisfaction. The same company
is now installing a similar and very extensive system in the sub-
way of the Interborough Rapid Transit Company in New York
City.
In developing this system great care has been used to exclude any
apparatus or feature of design, the failure of which might result
in a clear signal indication. This is not a new principle in signal-
ing apparatus, but it is of such vital importance, and is, more-
over, so frequently lost sight of, that it will bear repetition. Any
failure of the apparatus or of the active forces employed, must re-
sult, due to the force of gravity, in the display of a danger signal.
MAINTENANCE OF ELECTRIC CARS AND THEIR EQUIPMENT
BY H. A. BENEDICT
Electrical arid Mechanical Engineer, United Traction Company, Albany
The street railway company of to-day, operating in each of our
large cities, is formed in many cases by the combination of a number
short lines, requiring many stops with fast time, the 20-ft. box car
mounted on single truck for winter service and the ten bench open
car mounted on a single truck for summer service, have a number
of points in their favor. If it is city service on lines of 10 miles
or more, the light, double-truck box car of 28 ft. or 30 ft. long for
winter service and the thirteen bench open car for summer ser-
vice, present a number of points in favor of their adoption. For
interurban service, the high speed, double-truck box car is the only
type that may well be considered, although there is a tendency at
the present time to enlarge upon this type of car and copy steam
railways as to size, weight and general outline of car, giving the
interurban car the appearance of the steam "Pullman" coach. If
this type of car is to be adopted for use upon private right of way,
and does not have to be operated through city streets, it then be-
comes practically steam railroad operating conditions, and the ex-
perience of steam roads, in the development of their type of car,
should be given consideration.
If, however, the interurban car is to be operated not only upon
private right of way from one city to another, but is obliged to run
through city streets on tracks laid under franchises granted for
the operation of street surface cars propelled by horses, it then
becomes a very important question, should the interurban Car re-
semble the steam coach ? The public have rights which must be
considered, and it is the writer's opinion that the interurban car
which operates through city streets should not exceed 50 ft. in
length and should in appearance resemble the city service car.
The standardization of trucks and electrical equipment is deter-
mined largely by local conditions and the type of car body. If
for city service under a 20-ft. body the single-truck with 7 ft. 6
in., or 8 in. wheel base, with two 40-hp motors, should give good
service. If for city service on long lines, under 28 ft. or 30 ft. car
bodies, the double-truck, with 4 ft. 6 in. wheel base and four motor
equipment will give satisfactory service. The trucks for interur-
ban cars have been developed upon steam railroad principles, and'
the standard adopted should follow closely those trucks developed
by many years of experience upon high speed steam roads, such
changes being made as is required for the adoption of the electric
equipment which for high speed necessarily means four motors of
Master
Mechanic
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Car Cleaners »nd Oilers Car Cleaners and Oilers Car Cleaners and Oilers Car Cleaners and Oilers
DIAGRAM SHOWING ORGANIZATION OF MECHANICAL DEPARTMENT OF UNITED TRACTION COMPANY
of railway companies each operating over individual lines with its
special type of car. In the operation of such a combination a
number of problems present themselves :
First — The adoption of standard types of car bodies.
Second — Standardization of trucks and electric equipment.
Third — Reconstruction of car houses and repair shops.
Fourth — Equipment of repair shops.
Fifth — Organization of maintenance department.
In the adoption of standard types of car bodies many local condi-
tions are to be considered and only in a general way can certain
characteristics be decided upon. If the car is for city service on
from 50 hp to 125 hp each, as speed and local conditions may re-
quire.
Upon the adoption of a standard type of car and the rearrange-
ment of the various lines to meet the conditions caused by con-
solidation and the demands of the public for increased facilities for
transportation, it becomes necessary to rearrange buildings for the
storage of such cars and arrange the proper facilities for inspection
and repairs. The remodeled horse car house which has answered
the purpose of storing cars since the introduction of electricity is
no longer satisfactory. In some cases the local conditions may have
so changed that it becomes necessary to change the site of the car
house, in which case the problem is somewhat simpler than adopt-
September 24, 1904.]
STREET RAILWAY JOURNAL.
455
ing and remodeling the horse car house for the storage and inspec-
tion of the standard types of electric cars.
In the erection of a car house the following general points are
considered :
First— The fire risk.
Second — Facilities for inspection, cleaning and making light re-
pairs.
Third — Heating and lighting of the car house.
The insurance companies have given the subject of fire risks
on electric cars and car houses considerable study, and the Board
of Underwriters have adopted standard rules for their protection
in the construction of car houses. The writer is of the opinion that
improvements can be made in the construction of fireproof car
houses. It is necessary for economical operation in the large cities
to have 100 or more cars operated from a given point. The prob-
lem presented is, how to reduce fire risk on the car house which at
times will contain half a million dollars worth of rolling stock. It
has been found that concrete is one of the best fire proof materials,
and also a poor conductor of heat ; it therefore becomes one of the
best materials for the construction of car houses. By the use of
concrete, reinforced with steel bars for the roof and wall construc-
tion, and introducing a 4-inch partition wall between each track,
one practically has as many fireproof car houses all contained in
one building, as there are tracks. In a car house constructed on
these lines the fire risk is reduced to a minimum.
For inspection, each track should have a pit between the rails, 4
ft. deep, extending from rail to rail. Upon the walls of these pits
should be installed steam pipes for heating that compartment of the
car house and also for the purpose of drying out the electric equip-
ment. A narrow skylight constructed of wire glass inserted in two
rows over the side aisles of each compartment will furnish satisfac-
tory light.
REPAIR SHOP
The general repair shop should be centrally located with refer-
ence to car houses, where all general repairs can be done economi-
cally and quickly. The general repair shop of an electric road for
both city and interurban service should consist of a paint shop,
carpenter shop, machine shop, electric repair shop, blacksmith shop
and truck shop.
Floor space, light and heat are the most important factors in
the paint shop. The tracks should be so arranged as to give ready
access to cars so that any car can be removed without the necessity
of moving but one or two other cars. Light obtained by skylights
in the roof gives satisfactory distribution of light. Steam is the
most economical and satisfactory form of heat for the paint shop.
The carpenter shop, under the same roof as the paint shop, with the
same general design as to trackage, light and heat, has proven very
satisfactory. The machine shop, electric repair shop, blacksmith
shop and truck shop can be under the same roof and arranged to
meet the local conditions. They should all be upon one floor and
lighted by means of skylights as well as side windows.
STOREHOUSE
All supplies required in the operation of the railway system
should be stored in a building located conveniently to the repair
shop and should be a building devoted entirely to the storage of
supplies and separate from the other buildings.
The equipment of repair shops depends largely upon local con-
ditions. The truck shop in general should be equipped with over-
head traveling cranes which span at least two tracks. The floor
level between the tracks should be depressed 12 ins., and the floor
between the rails of each track should be 4 ft. 6 ins. lower than the
tread of the rail, with a light narrow gage track in the bottom of
the pit, so formed for the use of a hydraulic jack. In making re-
pairs to motors the hydraulic jack is found to be very useful with
those types of motors which allow the removal of the bottom half
of the motor, thus permitting the removal of the fields and armature
without removing truck from underneath the car body.
The electric repair shop should be equipped with forms for mak-
ing armature and field coils, and arrangements made for their proper
insulation ; also armature banding machine with other labor saving
devices depending upon the type of electric equipment to be main-
tained.
The machine shop should be equipped with lathes, drill presses,
a milling machine, a 36-in. boring machine, hydraulic wheel press,
emery wheel and grind stone and such other special devices as the
local conditions may demand.
In the organization of a department of maintenance, the per-
sonality of the organization should be of a high order. In order
to obtain the best results the men should not only be thorough
mechanics in their respective lines, but should be conscientious,
industrious and faithful. The following organization has proven
satisfactory :
Particular attention should be given to the inspection of cars.
As much depends upon, not only the system of inspection, but
the care with which cars are inspected. All cars should be thor-
oughly inspected at least once every twenty-four hours, and records
should be kept of such inspection, not only for the benefit of the
master mechanic and foreman, but these records will be found valua-
ble in damage suits, in refreshing the memory of the inspector as
to the condition of the particular part of the car in question at the
given time immediately preceding the accident. The greater part
of the inspection of cars must necessarily be done at night, but
repair work at night should be avoided as much as possible. Night
work is generally found to be expensive and unsatisfactory. When
a car is reported by the night inspector showing certain defects,
at the time the repairs are made the following day, the work of the
night inspector should be checked by the repair crew and the car
tested in all details before the car is again placed in service, and
the record of all repairs made should be turned in at the office of
the master mechanic. With the individual mileage of the cars the
master mechanic is then in a position to know the wearing qualities
of all the materials going into the maintenance of the cars.
Well designed electrical equipment having been installed to meet
the local conditions, the wearing parts of such an equipment which
need the most attention are the motor armature bearings, which,
being babbit-lined, lubricated by either oil or grease (preferably oil),
need close attention from the motor inspector. The quality of
babbitt required depends largely upon the conditions of operation.
A tin base metal consisting of about 80 per cent tin, 10 per cent
antimony and 10 per cent copper will give satisfactory service on
interurban motors and city service requiring high speed. A lead
base metal will be found permissible under some conditions for
lining axle bearings, but will not be found satisfactory for arma-
ture bearings where high speed and heavy pressure are required.
—
FREIGHT AND EXPRESS BUSINESS ON STREET RAILWAYS
BY C. R. VAN ETTEN
General Freight Agent, Brooklyn Rapid Transit Company.
The progress made in handling property on the street railway
lines is of benefit to the public and railroads alike, the public by
finding a cheaper and more satisfactory method of transportation,
the railroad a new source of profit. A study of local conditions
will determine whether a street railway can profitably engage in
the transportation of freight. The volume, class of traffic, length
of haul, existing rates, and, if in competition with another carrier,
the accessibility of competing terminals and probable result of
competition must be considered.
TERMINALS
Well located terminals for the receipt and delivery of traffic are
of first importance. The best are private sidings located on the
property of carload shippers. The cost and maintenance of these
sidings are generally paid by the shipper, and once installed, a
steady business is assured. Public team tracks and warehouses,
located in the business centers are also necessary, and, since ac-
cessibility of terminals influence the amount of traffic handled, the
expenditure for property located in the heart of the business dis-
trict will be justified by the increased tonnage a good location
commands.
EQUIPMENT
Where tonnage is heavy, the employment of an electric locomo-
tive handling cars in trains will effect economy in the expense of
operation. The first cost of the locomotive will be offset by saving
the expense of electrical equipment on cars. It is seldom, how-
ever, that this class of operation would be permitted on railroads
that do not own private right of way.
Cars should be of as great capacity as structures, track, and clear-
ance permit. The difference in cost of handling cars containing
fifteen or twenty-five tons is small and the revenue is increased
proportionately to the tonnage carried. Steel under-framing, direct
air brakes, and, on cars with independent power, four motors are
recommended.
A desirable type of car has drop sides 18 ins. to 2 ft. high, hinged
to the side sills. It can be converted by the crew from a flat to a
gondola car in a minute's time, and is available for any class of
traffic that does not require protection from the weather.
Hopper or peaked bottom cars are not desirable, except where
there is sufficient traffic adapted to such special construction to
keep them employed. Derrick cars are convenient for handling
heavy machinery, building stone, and structural steel. The derrick
with its motor is located at one end of the car and carries the
trolley stand. It does not greatly decrease the load space and
saves considerable time and labor. Box cars with a double floor
handle ice in carloads without damage to electrical equipment, and,
456
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
by sealing the inside with ordinary flooring, the shrinkage is min-
imized. Where box cars effect delivery on main line or carry small
lots of freight from station to station, two doors on each side of
the car facilitates the loading and unloading.
RATES
Rates should be arranged with a view to securing all that the
traffic will fairly stand. The cost by other methods of transporta-
tion should be considered. In competitive territory, there is too
much profit sacrificed by the manipulation of rates, and a skillful
traffic manager will come to an early understanding with his com-
petitor.
The detention of cars, loading and unloading, must be watched
While steam railroads allow forty-eight hours and charge $i day
thereafter, a like practice should not be followed by street rail-
ways, and particularly with cars electrically equipped. Forty-eight
hours is unreasonable where the haul is short and practice shows
it is unnecessary. On cars of 20-ton capacity, electrically equipped,
it has been found practicable to limit time for loading and unload-
ing to two hours, and collect $1 per car-hour for detention there-
after.
In handling traffic under commodity rates where time consumed
in loading and unloading effected the rate basis, some interesting
records have been made. Cars of paving block being loaded in
thirty minutes, broken stone and brick in thirty-five minutes and
lumber in one hour, each with approximately twenty tons. The
paving block was unloaded in six minutes, brick and broken stone
in twenty minutes and lumber in forty-five minutes.
ACCOUNTING
The method of way-billing and accounting used by steam rail-
roads is generally followed, but, as there is no check on traffic from
time receipt is given until way-bill is issued, the suppression of
duplicate receipts may cover thefts for a considerable time. There
is also opportunity for the forwarding agent to accept "prepay-
ment" and bill charges "collect," and, by selecting the shipments,
this may be worked for a long time before it is known at the gen-
eral office. On local business the forwarding and receiving agents
may act in collusion and suppress way-bills.
A system, that has been suggested to do away with these abuses,
consists of duplicate receipts with stub, all bound in book form
and consecutively numbered, so that each one must be accounted
for. The stub showing consignee, weight and charges goes to the
auditor when original receipt is issued to the shipper. The dupli-
cate shows all charges and goes with the shipment in place of a
way-bill. The consignee receipts for the goods on the same blank,
which is then forwarded to the auditor, giving him original entries
for the entire transaction.
Street railways sometimes fail to take into account items that
are common to the general operation and maintenance of the road,
charging only such direct expenses as cannot well go elsewhere.
There should be charged against the expense of handling freight
a proper amount for maintenance of way, structures, equipment
and power, comprehensive of the difference in weight of cars and
miles traveled.
EXPRESS
When shipments are handled under a rate that provides special
privileges of transportation, with store door collection and delivery,
they may properly be classed as express.
Steam railroads have demonstrated that it is more profitable to
let the express companies operate on their lines than to run an
express department, the few exceptions being railroads now hand-
ling their own express profitably, who have extensive mileage
through territory where there is little competition.
Street railway companies are seldom justified in going into the
express business, particularly if it is possible to make a satisfactory
contract with one of the express companies. The outlay for horses
and wagons, and expense of their maintenance and operation is
so great that short haul traffic cannot stand rates high enough to
support it. The large express companies make their profit on long
haul business, and 35 per cent of their total receipts is paid out for
expenses at terminals. Since the terminal cost is no greater on
a package from New York to Chicago, with rate of $2.25 per hun-
dred pounds, than on a short haul shipment handled for 25 cents,
it follows that a short haul business, if taken by itself, would be han-
dled at a loss.
Thousands of dollars have already been lost in trying to build up
a profitable short haul business. One company thus engaged on
a street railway for several years, after trying every expedient and
losing a large sum of money, recently sold out to one of the large
express companies.
When satisfactory arrangements cannot be made with a regu-
lar express company and there is sufficient traffic requiring termi-
nal collection and delivery that cannot be secured on a freight
basis, it is preferable, until the business is established, to engage a
resident drayman in each locality to perform the terminal collec-
tion and delivery, for a fixed sum per hundred pounds or of a per-
centage of the through rate. If the traffic will not move at such
rates as can then be quoted, it will not justify the purchase and
maintenance of horses and wagons.
AUTOMOBILES
The progress that has been made with motor-driven wagons
for handling property must not be overlooked. Within a few
years they will become an important factor in handling short haul
traffic, since they can effect store door collection and delivery
without breaking bulk.
PUBLIC BENEFITS
The transportation of property by street railways is an advan-
tage to the community at large. It reduces the delivered cost of
goods to the consumer, diverts the wear and tear of heavy trucking
from streets, maintained at public cost, to tracks maintained by
the railway, and is a factor in relieving street congestion. A
freight car 40 ft. long will carry 20 tons of freight 10 miles an
hour. It will take ten teams occupying five times the street space,
three times as long to do the same work.
A sanitary and economic result is accomplished through the dis-
position of city waste by street railways. A description of the
method employed was given in April 23 issue of the Street Rail-
way Journal.
Steam railways and steamship lines are beginning to apply the
same rates to stations located on a street railway as obtain at
their own terminals, and the charges of the street railways are
paid by the railway or steamship line that secures the long haul.
Factories thus save the expense of cartage and secure all the ad-
vantages they would have if located on the tracks of a steam rail-
way. This tends to encourage the location of new industries at
points where property is cheap, and the employees can live con-
venient to their work with greater comfort and less expense than
when crowded into the older sections of the city.
Recently there have been radical changes in the position of
steam railroads toward street railways. A steam railroad that
three years ago threatened to cancel all traffic arrangements with
a smaller line, which proposed to change to electrical operation,
is to-day considering the purchase of electric roads as feeders for
freight as well as passenger traffic. The steam railroad traffic man-
agers are alive to the possibilities of the street railway as a carrier
of freight, and, they realize, that unless encouraged as feeders,
the street railways will act in combination as competitors.
■ ■
NEW FREIGHT STATION AT CINCINNATI
The Interurban Railway & Terminal Company has opened its
new freight and express station on Sycamore Street. The build-
ing, which is of brick and steel, has a frontage of 50 ft. on
Sycamore Street and extends back 240 ft. The station adjoins
the handsome passenger station and general office building of the
company, which was described and illustrated in the Street Railway
Journal of Nov. 28, 1903. Heretofore the company used a portion
cf the passenger station for its freight business, but it proved
wholly inadequate for the large amount of business that had been
worked up, and an exclusive freight station was found necessary.
In addition to being used by the three lines of the Interurban Rail-
way & Terminal Company, the station will be utilized by the Cin-
cinnati, Dayton & Toledo Traction Company, which heretofore has
brought express only as far as the outskirts of Cincinnati owing
to the difference in gage between the tracks of the interurban com-
pany and those of the city company. The company has built two
special broad gage express cars which will operate between the
station and the old station at Cumminsville, where the packages will
be transferred to cars on the main line.
♦♦♦
THE ST. LOUIS & SPRINGFIELD ELECTRIC RAILWAY
Active work on the electric railway which is to connect St. Louis
with Springfield has been started in Edwardsville, 111. The inter-
urban system known as the McKinley syndicate, and incorporated
under the titles of the St. Louis & Springfield Electric Railway
Company and the Illinois Central Traction Company, connect
Springfield, Champaign, Urbana, Decatur, Bloomington and Carlin-
ville, and are now reaching out for St. Louis. Beyousset & Laing,
of Dallas, Tex., have been awarded the contract for the first work
on the new line from Staunton to Edwardsville, a distance of 19
miles. Tracks in Edwardsville are now being laid along Second
and Purcell Streets and Hillsboro Avenue. The decision of the
company to run from Edwardsville via Staunton instead of Bunker
Hill, marked the conclusion of a pretty fight between those towns
for the line. The route is now being surveyed from Edwardsville
south to Granite City.
September 24, 1904.]
STREET RAILWAY JOURNAL.
457
FINANCIAL INTELLIGENCE
Wall Street, Sept. 21, 1904.
The Money Market
Business grew decidedly more active in the money market dur-
ing the week. Rates at the same time reflected the heavy cash
losses of the local banks, hardening appreciably for both call and
time loans. At the outset of the week demand money was sup-
plied abundantly at i per cent, but toward the close the quota-
tion advanced to 2 per cent, and that is the ruling figure at this
writing. Time money was considerably more active, owing to the
heavy trading in the securities' market, and rates for all periods
were put up 14 to y2 per cent above those of a week ago. Sixty-
day money, which was obtainable until recently at 2J/2 per cent,
has been marked up to 3 per cent, while ninety-day loans now
command 3K per cent. Over-the-year funds are quoted at 4 per
cent. The bulk of the week's business consisted of ninety-day
maturities at 3^ per cent, the money being supplied very largely
by foreign houses against exchange transaction. The commer-
cial paper market has not perceptibly changed. A limited supply
of high-grade paper is reported, the minimum rate being 4 per
cent. Demand for these accommodations continues good, and
all offerings are readily absorbed. According to the statement
issued by the Clearing-House Association last Saturday the banks
now hold a surplus reserve of $29,000,000 against $38,000,000 the
previous week, and $13,000,000 a year ago. Although this item is
still well above what it has been for corresponding periods in re-
cent years, it is also true that the withdrawals of cash for crop-
moving purposes are exceptionally heavy. The unusually high
level at which all agricultural commodities are selling is the chief
reason why larger sums are needed in the interior this autumn
than usual. It is a question now whether, with these withdrawals
in prospect for another two months, and with the low Treasury
reserve to prevent any relief measures from that quarter, the
money market will get through the autumn without something of
a strain. At all events a further rise in money rates is fairly
certain.
The Stock Harket
Indications of a decisive check to the upward movement have
appeared very plainly during the week on the Stock Exchange.
Some further advances have occurred in individual stocks, notably
the Steel issues and Pennsylvania Railroad. But as a rule, it has
been the minor specialties that have gained, while the greater part
of the list have been slowly but surely receding. The Western
railroad shares have been sold on estimates of heavy damage from
recent cold weather in the corn belt. It is the accepted belief, how-
ever, that predictions of low corn yields put out by so-called "ex-
perts," are very much exaggerated to suit speculative interests.
The much more solid reason behind the decline in the Western
security group, is that these shares were rather freely distributed
on the recent rise, and that the motive for influential support has,
therefore, been withdrawn. Along with this comes the question
whether the advance in the market has not gone as far as it ought
to for the time being, in the line of discounting outside business
recovery. While reports agree that some improvement has oc-
curred in general trade, as compared with several months ago, the
outlook for another forward movement is still quite uncertain.
The high agricultural prices will offset to a large extent deficient
crop yields, so far as the profits of the farm communities are con-
cerned. But the loss in railway grain freight will be none the
less heavy. The prospect for railway earnings must be set down
as less promising than it was a short while ago. Taking these
matters into account along with the rapidly dwindling bank re-
serve, and remembering that at the top of this summer's advance
prices of stocks had covered half the ground lost during the great
decline of 1903, it is not surprising that a sentiment of caution
and hesitation should have now gained the upper hand on the
Stock Exchange.
The traction issues have shared in the reaction in the general
market, with some special weakness in Metropolitan Securities
and rather noticeable heaviness in Brooklyn Rapid Transit. The
announcement of another lot of the Brooklyn bonds for sale
caused some weakness in the market for those securities, and
probably had more than anything else to do with the backward-
ness of the stock. Liquidation in Metropolitan Securities followed
Mr. Ryan's declaration that no deal had been arranged for the
transfer of the property. It is believed, however, that negotiations
are well under way, and that some definite announcement may be
expected before long. The Metropolitan Street Railway shares
have been exceedingly firm in the week's dealings.
Philadelphia
Traction shares in Philadelphia are generally lower on the week.
After 350 shares had changed hands at 48J/2, American Railways
dropped to 48 on the sale of 80 shares. Several hundred Consoli-
dated Traction of New Jersey were dealt in at 72. Philadelphia
Electric went to 73-16, receded to 7, and rallied to 7J/g. Philadel-
phia Company common was decidedly heavy, declining from 42%
to 4154 on rather large transactions. The preferred was firm,
however, rising nearly a point to 45J/2. Realizing sales were also
in evidence both in Philadelphia Rapid Transit and in Union Trac-
tion. The former lost a half point from 16^ to 16. Union de-
clined from 56J4 to 55^, and recovered to 56. Philadelphia Trac-
tion sold several times at 9734-
Chicago
Very little of an interesting nature has transpired in Chicago
street railway circles during the past week. There have been
some minor preliminaries on the part of the city officials and
the Union Traction interests concerning the franchise matter, but
so far negotiations have not yet reached even a tentative stage since
the summer vacations terminated. It is expected that Judge Gross-
cup will inspect the Union Traction system early during the com-
ing week to satisfy himself concerning the nature of the improved
service wrought by the expenditures of something like $500,000
some months ago. It is believed, however, that the interested
parties will soon get together and hurry a franchise settlement.
Trading has been fairly active in the various street railway issues
during the week. City Railway, on the purchase of 150 shares,
rose from 185 to 190. Fifty shares sold later at 185, then 50 were
taken at 189%. A speculative movement in Union Traction com-
mon carried the common stock up from 7 to 8. Three hundred
North Chicago sold at 87, but West Chicago, after selling at 56^,
dropped to 55 on one transaction of 10 shares. Chicago & Oak
Park common sold at 6}i and 6%. One hundred Metropolitan
Elevated common went at 21%, and odd lots of the preferred at
$gl/2 and 58^. Northwestern common, on sales of 550 shares, de-
clined from 21 y% to 2oy2. Fifty shares of South Side Elevated
sold at 92.
Other Traction Securities
The liquidation which has been in progress for sometime past
in the Massachusetts Electrics continued during the early part of
the week, the common getting down to 12% and the preferred to
58. Subsequently, prices rallied to 13 and 60 respectively. Bos-
ton Elevated sold down to 153 and back again to 154. West End
common went as high as 92J4, while the preferred changed hands
at 110. Six hundred United Railways of Baltimore were dealt in
at an advance from 7}i to 7%. The incomes were steady be-
tween 44% and 45, but the general 4s were rather heavy, declin-
ing from 90J/2 to 90. Other Baltimore transactions included
City & Suburban of Baltimore 5s at 114, City & Suburban of
Washington 5s at 101^2, North Baltimore 5s at 119^2, Augusta
Railway & Electric 5s at roij^, Norfolk Railway & Light-
ing 5s at 85^, and Citizens' Railway and Lighting of New-
port News 5s at 80. On the New York curb, Interborough
Rapid Transit reacted last week from 150 to 145, and rallied to
I47/4> 7000 shares changing hands. On Monday 200 shares sold
at 147. New Orleans common rose from loy to 12 on sales of
275 shares, and 200 of the preferred sold between 29JX and 30.
Washington Electric preferred (500 shares) was dealt in between
70 and 72. The bonds were active, selling freely at 83^ and later
at 83.
Tractions in Cincinnati last week were marked by an almost
entire absence in the sale of bonds, which has been heavy during
the past few weeks, but the sale of several leading issues of stocks
was remarkably heavy, this being particularly true of Cincinnati,
Newport & Covington. About 5300 shares of the common sold
at a range of 32 to 33/4, the opening and the closing being both
at the former figure. About 1700 shares of the preferred changed
hands with a range of from 93^2 to 94-^, the former the close.
Cincinnati Street Railway continued active, about 4200 shares
selling at 145 to 146, the former the close. Toledo Railways &
458
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 13.
Light sold at 20?/> on several small lots, and Detroit United at 66^4
and 67. Several small lots of Miami & Erie Canal sold at an
advance of from former sales.
Tractions were inactive in Cleveland. Cleveland Electric was
in stronger demand and 267 shares sold with a range of from 73 to
7^/2. Northern Texas Traction sold at 40 and 40^ on sales
aggregating 270 shares. A small lot of Northern Ohio Traction
& Light sold at 13^. Northern Texas 5s sold at 84H for $7,000
worth and Aurora, Elgin & Chicago 5s receipts at 77 for $5,000
worth. The deal for the sale of large blocks of Northern Ohio
Traction & Light 4s to W. E. Hutton & Company, Cincinnati, is
still hanging fire, and as time passes there is less inclination on the
part of the Cleveland holders to accept the proposition. The earn-
ings of the property are showing satisfactory gains, and they would
have to decline 33 1-3 per cent before the fixed charges would be
in danger of default. At present figures these bonds yield about
7^4 per cent.
Security Quotations
The following table shows the present bid quotations for the
leading traction stocks, and the active bonds, as compared with
last week :
Closing Bid
Sept. 14 Sept. 20
American Railways 48% 47%
Aurora, Elgin & Chicago al5 al3
Boston Elevated 153 153
Brooklyn Rapid Transit 55% 54%
Chicago City 180 185
Chicago Union Traction (common) 7 7%
Chicago Union Traction (preferred) 31 36%
Cleveland Electric 72% 72%
Consolidated Traction of New Jersey 72% 71%
Consolidated Traction of New Jersey 5s 108% 108%
Detroit United 67 66%
Interborough Rapid Transit 148% *145
Lake Shore Electric (prefered) — al6
Lake Street Elevated 3% 3%
Manhattan Railway 157. . *152%
Masachusetts Electric Cos. (common) 12% 13
Massachusetts Electric Cos. (preferred) 59 60
Metropolitan Elevated, Chicago (common) — 20%
Metropolitan Elevated, Chicago (preferred) — 57
Metropolitan Street 122 121%
Metropolitan Securities 81% 80
New Orleans Railways (common) — 10%
New Orleans Railways (preferred) 30
New Orleans Railways, 4%s _ 741^
North American 91
Northern Ohio Traction & Light 14 al4
Philadelphia Company (common) 44% 41
Philadelphia Rapid Transit 16% 15%
Philadelpria Traction 991^ *97%
St. Louis (common) 11
South Side Elevated (Chicago) *89%
Third Avenue 122 125
Twin City, Minneapolis (common) 98% 96%
Union Traction (Philadelphia) 56 55
United Railways, St. Louis (preferred) 55
West End (common) 92i£ 92
West End (preferred) 111% 110
a Asked.
Iron and 5teel
Uncertainty is still the keynote of the steel trade. Leading
authorities report that the Steel Corporation is keeping over three-
fourths of its pig iron capacity working, and that independent pro-
ducers are making their purchases of raw material freely. These
are signs that the current output of finished products is keeping
up well. But there has yet been no hearty response of new busi-
ness to the recent price reductions, and it is still as great a ques-
tion as ever whether the concessions have gone far enough to
give the needed stimulus to new orders. Quotations are as fol-
lows : Bessemer pig iron $12.75, Bessemer steel $19 to $20, steel
rails $28.
netals.
Quotations for the leading metals are as follows: Copper 12]/,
to 12^ cents, tin 28 cents, lead 4% cents, and spelter sVs cents.
The Indianapolis & Northwestern Traction Company has found
that cheap excursions on Sundays in connection with the steam
roads pay well. No steam road excursions are run from Indian-
apolis to Chicago, but specials are run from Frankfort and Lafay-
ette. The Traction line supplies the link between Frankfort and
Indianapolis and does a large business.
A DENIAL FROM MR. RYAN ABOUT NEW YORK CONSOLI-
DATION
Because of the many reports which have been afloat in financial
circles regarding a Metropolitan Securities-Interborough transac-
tion, Thomas F. Ryan has issued a statement denying that control
of the company or an option on its stock has been given to any one.
He has not, however, explained in any way his circular to the syn-
dicate, which gave rise to all the rumors. Mr. Ryan said :
"I have refrained from denying the many false rumors regard-
ing Metropolitan Securities which have been circulated during the
last few months, except in the case of inquiries by bona fide stock-
holders, to whom I have always made prompt replies. But the
papers have been imposed upon in such a glaring manner, evidently
by persons knowing their statements to be false, that I feel it my
duty to the stockholders of the Metropolitan Securities Company
to say that neither I nor any one representing the management of
the company has given an option to any one on a majority or any
other amount of its stock, or knows of any such project, and that
no one with the. authority of the management has entertained or
will entertain in (he future, with my consent, any proposition for
the control of lln 1 ompany which does not give to every stockholder
an equal oppoiUinily of participation."
COLORADO & SOUTHERN TO ELECTRIFY LINES
The important announcement is made by the Denver & Southern
Railroad Company that plans have been made for electrifying part
of its system extending from Denver. The question of substituting
electricity for steam on the lines that will be converted has been
under consideration for nearly three years, and the announcement
of the changes to be made comes only after the most careful study
of the problem both in the East and the West, and more particu-
larly on the lines of the New York, New Haven & Hartford Rail-
road.
The change of power will be made by the Denver & Interurban
Railway Company, whose stock of $3,000,000 is owned by the Den-
ver & Southern Company. The directors will be the following
officials of the Colorado & Southern : Frank Trumbull, president ;
J. M. Herbert, vice-president and general manager; E. E. Whitted,
general counsel ; T. S. McMurray, special counsel ; A. D. Parker,
general auditor, all of Denver, and Granville M. Dodge, Edwin
Hawley and Harry Bronner, of New York.
The first line of the Colorado & Southern to be equipped with •
electricity will be that between Denver and Boulder, to be followed
with the Louisville-Lafayette line and the Denver, Golden &
Idaho Springs line. The incorporation papers will cover the right
to secure a franchise for terminals in Denver and to operate on
Denver streets. This latter plan, however, is not contemplated in
the immediate future. The question of the use of the trolley or
the third-rail system has not yet been decided.
MIAMI & ERIE INVESTIGATION CONTINUED
The efforts of the Cleveland committee to settle the affairs of the
Miami & Erie Canal Transportation Company out of court by buy-
ing up the claims embracing the floating debt, which amounts to
?bout $100,000, have failed owing to the refusal of some of the
creditors to settle on the basis proposed, and as a result the in-
vestigation into the affairs of the company before Referee Fuller
will be continued. The claims of the Cleveland Construction Com-
pany, the original plaintiff, have been bought out by Will Christy
and Ralph A. Harmon, and the suit will be continued in their name.
Several hundred prominent men, among them Governor Myron
T. Herrick, will be brought into court to detail their connection
with the company and tell from whom they bought their stock
^nd what they paid for it. All the stock brokers in Cleveland have
been subpoenaed to appear in court with their books to show their
transactions in Miami & Erie Canal stock, the idea being to ob-
tain the names of the present stockholders in order that they may
be assessed for stockholder's liability.
The leading promotors of the electric mule scheme are now work-
ing on a plan to induce the State to sell them that part of the canal
between Cincinnati and Dayton. Admitting that the electric mule
scheme is a failure, the promotors plan to convert the canal, if
sold to them, into a railroad.
September 24, 1904.]
STREET RAILWAY JOURNAL.
459
THE CONSOLIDATION AT ALTON
Final consolidation of the Alton Light & Traction Company with
the St. Louis & Granite City Railway was.arranged in Alton last
week, and within a short time the Alton, Granite City & St. Louis
Traction Company will own the interurban line in course of con-
struction between Alton and St. Louis, and the Alton Gas & Electric
Company will own the electric lighting, gas and hot-water heating
franchises and systems in Alton. E. W. Clarke & Company, of
Philadelphia, have formally entered into business relations with
the Allen-Francis syndicate of St. Louis and the owners of the
Alton street railway system, the latter owning a controlling interest
in the new company.
The Alton & Southern Railway Company was organized last
week, with headquarters in Alton, as an intermediate company in
the formal transfer. The officers of this company are : J. F. Porter,
president; F. A. Allen, vice-president; H. E. Weeks, secretary; J.
F. Porter, treasurer. J. S. Clarke, a representative of E. W. Clarke
& Company, was in Alton to assist in making the transfer. The
capital stock of the Alton & Southern is nominally $100,000. The
new Alton Gas & Electric Company was organized with the fol-
lowing officers : F. E. Allen, president ; J. F. Porter, vice-presi-
dent; Geo. G. Kuhn, secretary; O. S. Stowell, treasurer. This
company, with a capital stock of $500,000, will take over the gas
and electric plants and the hot-water heating system of the old
company, leaving the street railway system a part of the interurban
line.
The only surviving companies of all the corporations organized
within the last few years to build the interurban line to St. Louis
will be the Alton, Granite City & St. Louis Company, with a capital
of $3,000,000, and the Alton Gas & Electric Company, with $500,000
capital, the latter being owned by the former. It is said that the
electric railway to St. Louis will not be ready for business until
early next year.
♦♦♦
SPECIAL TRAIN TO ST. LOUIS CONVENTION
The transportation committee of the American Street Railway
Association, consisting of James H. McGraw, H. H. Vreeland
and Albert H. Stanley, has arranged for a special train to St.
Louis, via the Pennsylvania Railroad, leaving New York at 10
a. m. Saturday, Oct. 8, and arriving at St. Louis the following day
at 1 o'clock.
The train will consist of Pullman buffet, smoking and drawing-
room sleeping cars, and will stop at Trenton, Philadelphia, Har-
risburg, Pittsburg, etc. The fare will be the regular St. Louis
Exposition rates: For round trip from New York, 15-day limit,
$26.25; for round trip from New York, 60-day limit, $32.35. There
will, of course, be a proportionate reduction in this rate from
places south and west of New York. Reservations may be made
of Mr. Colin Studds, General Eastern Passenger Agent, Pennsyl-
vania Railroad, 263 Fifth Avenue, New York.
MORE TURBINES FOR BOSTON & NORTHERN STREET
RAILWAY
The Boston & Northern Street Railway Company has placed
an order with the General Electric Company for five 500-kw
turbo-generators. The Massachusetts Electric Companies, which
controls the Boston & Northern, was one of the first street rail-
way companies to make a test of the turbine in actual service.
PROVISIONS OF THE LABOR SETTLEMENT IN NEW YORK
The agreement of the Interborough Rapid Transit Company, of
New York, with its employers concerning the terms of service
of the men has been signed on behalf of the men. As previously
stated in the Street Railway Journal, the bitterly contested
questions were the right of priority of men working on the ele-
vated lines to positions in the subway, and the question of wages
of the motormen of subway trains. Failure to reach a basis of
settlement for these questions threatened a strike at one time, but
concessions made Tuesday, Sept. 6, removed these fears. It was on
Friday, Sept. 10, that the peace compact was finally signed.
Under the terms of the agreement motormen of the first class
are to be paid $3.50 a day for ten hours or less. Men promoted to
be motormen are to receive $3 a day for the first six months, $3.25
for the second six months, and $3.50 after one year. No motor-
men are to be discharged for serving on committees to present
grievances or for other purposes. They are not to be discharged
without a full hearing. If a man is exonerated, he is to be rein-
stated and paid full wages for any term of his suspension he may
have undergone.
The conductors are to receive $2.10 a day for ten hours for the
first year, $2.25 for the second and $2.50 after the second year.
Guards employed until Jan. 1, 1905, are to receive $1.70 a day.
Guards employed after Jan. 1, 1905, will be paid $1.55 the first
year, $1.70 the second year, $1.80 after the second year, and $1.95
after the third year. Hand switchmen will receive $2 per day for
the first year, and $2.35 after the first year. Tower men will re-
ceive $2.40 per day of eight to ten hours for the first year, and $2.50
afterward.
Agents will receive $1.75 for twelve hours for the first year, and
$2 after the first year. Platform men will receive $1.75 for a day
of twelve hours. Gatemen will receive $1.40 for a day of twelve
hours for the first year, and $1.55 after the first year.
Engineers from other roads who are employed as motormen will
receive $3. 25 a day for the first year and $3.50 afterward. Fifty
per cent of the situations in the subway are to be open to the
motormen, guards and switchmen on the elevated roads, pro-
vided that number apply and qualify for the work. Seniority of
employment for elevated railroad men is only allowed in the sub-
way when the men take the same positions as they occupied on
the elevated roads. The standard physical test is to be the one
adopted.
THE TRACTION SITUATION IN CHICAGO
Another attempt is to be made to settle the' franchise dispute
between the city of Chicago and the Union Traction Company.
The local transportation committee has decided to invite Judge
Grosscup and the receivers and attorneys of the company to ap-
pear before the committee and discuss a basis for negotiations.
The new invitation to the receivers to consider a franchise ex-
tension ordinance was based on the correspondence between Mayor
Harrison and Judge Grosscup which had been sent to the com-
mittee. After the letters of the Mayor and the Judge had been
read Alderman Raymer proposed the renewal of negotiations. He
said the committee realized that the greatest difficulty in the settle-
ment of the traction question was the franchise of the Union Trac-
tion Company, but he thought the decision of Judge Grosscup in
the ninety-nine-year case might open a way for negotiations. He
suggested that the Judge, the receivers and the attorneys be invited
to appear before the committee at as early a day as possible to
discuss the question. The suggestion was adopted.
The committee has directed Commissioner of Public Works
Blocki to notify the Union Traction Company to vacate the Wash-
ington and La Salle Street tunnels by Jan. 1, in order that work on
lowering them may begin early next year. The committee has
adopted the plans presented by George A. Yuille for rerouting
the North and West Side cars in the downtown district while the
tunnels are being lowered. The plans contemplate trolley systems
on the present cable loops.
An offer has been made for a controlling interest in the stock
of the Chicago City Railway Company by a syndicate represent-
ing the Union Traction Company. This fact is admitted by John
J. Mitchell, president of the Illinois Trust & Savings Bank, and
J. H. Wrenn, of J. H. Wrenn & Company, brokers. Mr. Mit-
chell is conducting the Chicago end of the negotiations and Mr.
Wrenn is a member of the protective committee of the Union
Traction Company. Both gentlemen were in consultation with
R. R. Govin during his recent stay in Chicago. The price pro-
posed to shareholders is said to be $200 a share for 91,000 to 103,-
000 shares The large individual holdings which are pledged in
the new move for control include those of Marshall Field, John
J. Mitchell, the Leiter estate, the Hoxie estate and the Armours.
One report has it that John A. Spoor, president of the Union
Stock Yards & Transit Company and the Chicago Junction Rail-
way, has been decided upon for president of the Chicago City
Railway Company should the Union Traction reorganization syn-
dicate succeed in getting a majority of the South Side Company
stock. Mr. Spoor will succeed President D. G. Hamilton on the
City Railway directorate. P. A. Valentine, of Armour & Com-
pany, will enter the board of directors of the Chicago City Rail-
way Company.
460
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 13.
A PECULIAR SUIT
The Hoosac Valley Street Railway Company, of North Adams,
Mass., is suing the town of Williamstown because it established a
quarantine against its neighbor, North Adams, excluding North
Adams people entirely from its boundaries. This action was taken
recently when there was an outbreak of small-pox in North Adams.
The railway company claims that the quarantine was unnecessary
and illegal and that the passenger traffic betwen North Adams and
Williamstown was so far 1 educed by it that the company suffered
considerable financial loss. Pecuniary damages covering the amount
of this loss are asked. The company argues that the ordinary pre-
cautions of vaccination and inspection should have been held suffi-
cient to preserve Williamstown from infection by North Adams.
REPORT OF ELECTRICITY ON CONSOLIDATED BETWEEN
MERIDEN AND BERLIN
The New York, New Haven & Hartford Railroad is buying a
strip of land 30 ft. wide between Meriden and Berlin, Conn., lying
alongside the tracks of the Hartford Division of the road between
these places. No announcements have been made as to the pur-
pose to which the land will be put, but it is said that it will be
used as right of way for a trolley or third-rail line between the
cities.
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys, 140 Nassau Street, New York.]
UNITED STATES PATENTS ISSUED SEPTEMBER 13, 1904
769,698. Electric Switch ; James C. Keller and Otto F. Kadown,
Cleveland, Ohio. App. filed June 10, 1903. An electro-magnet of
ring shape open at one point and hinged at the opposite point,
draws together when energized and by means of connections moves
the switch tongue of a railway track.
769,854. Trolley Wheel ; William T. Wilkinson, Medford, Mass.
App. filed Dec. 18, 1903. The entire groove for the wire is formed
in a removable tread portion confined between the two side cheeks.
769,862. Guard for Third Rails ; John H. Guest, Brooklyn, N. Y.
App. filed Dec. 12, 1903. A protecting strip rests upon the third
rail and is lifted by the shoe as the train progresses.
769,900. Switch Operating Device for Street Railways ; Henry
S. Hale, Philadelphia, Pa. App. filed Jan. 5, 1903. Details of con-
struction of pneumatically operated mechanism on the car for en-
gaging levers in the roadbed to thereby throw the switch point in
advance of the car.
769,929. Railway Sanding Device ; Christian Allenbach, Chicago,
111. App. filed July 5, 1904. The hopper is provided with a false
bottom, packing interposed between the false bottom and the adja-
cent walls of the hopper, said hopper and false bottom being pro-
vided with registering outlet openings, and a valve-seat surround-
ing the opening in the hopper, a spring-actuated valve controlling
the opening and having a sharp annular edge bearing on the valve-
seat and adapted to cut its way through the flowing sand to become
seated and thereby prevent leakage.
770,040. Motor Control System ; Charles E. Barry, Schenectady,
N. Y. App. filed April 18, 1903. The contact operating devices
are automatically and successively controlled by a number of relays
which are adjusted to respond to certain successive increments of
counter-electromotive force in the motor circuit as the motor in-
creases in speed.
770,107. Street Car; Charles B. Price, Oakmont, Pa. App. filed
Dec. 30, 1903. A street car provided with a receiving compartment
extending along one side thereof, a registering turnstile between
said compartment and the body of the car and an exit therefrom.
770,113. Trolley Harp; Edward D. Rockwell, Bristol, Conn.
App. filed Jan. 13, 1904. The construction permits a swivel move-
ment of the trolley wheel and its shaft with relation to the harp.
770,132. Car Construction; Henry F. Vogel, St. Louis. Mo.
App. filed Jan. 16, 1904. Relates to reinforcing metal posts intro-
duced between the wooden window-posts of a car ; also a novel form
of car lines connected to the reinforcing posts and means whereby
the wooden window-posts are secured to the reinforcing posts.
770,158. Third-Rail Covering; Thomas Buckley, New York.
N. Y. App. filed April 28, 1904. A hinged roof over the third
rail adapted to open and close as the shoe passes.
770,161. Car Chair; George W. Chambers, Newark, Ohio. App
filed Jan. 2, 1904. Details of a walk-over seat.
NO STRIKE ON LAKE SHORE ELECTRIC
The matter of a strike of the employees of the Lake Shore Elec-
tric Railway Company has been grossly exaggerated. The com-
pany recently instituted a policy of retrenchment, and consolidated
the Sandusky division with the Cleveland division, L. K. Burge,
of the Cleveland division being given charge of the consolidated
division. The report became current that the company intended
to cut the wages of all employees, and the men held a meeting and
asked the company for a conference. There was not, however,
any talk of a strike. The officials of the company declared that
there had been no intention of cutting motormen and conductors,
and explained that the change made in division was merely in
keeping with a policy of retrenchment that had been rendered nec-
essary.
PERSONAL MENTION
MR. PHILIP W. MOEN, of Worcester, Mass., formerly of the
Washburn & Moen Manufacturing Company, died Sept. 12 from
a stroke of apoplexy. He was a director of the Worcester Con-
solidated Street Railway and the Boston & Worcester Street Rail-
way.
MR. W. C. SMITH has resigned as general manager of the
Pennsylvania & Mahoning Valley Railway Company. He has
been identified with this company for three years, and will return
to Pittsburg, his former home, where he is said to have accepted
a better position.
MR. M. J. KINCH, of Holland, Mich., has been appointed super-
intendent of the Green Bay Traction Company, operating the new
interurban line between Green Bay and Kaukauna, Wis., on the
west side of the Fox River, and the Green Bay-Depere line on the
east side of the river, to succeed Mr. P. F. Goodrich.
CHANGES IN THE PERSONNEL of the Winnebago Traction
Company, of Oshkosh, Wis., have resulted in the retirement from
the company of Mr. Frank Farquhar, superintendent, and Mr.
James Gaffney, electrical engineer. Hereafter Mr. John Davey,
now chief engineer and engineer of power station, will perform
the duties of superintendent and electrical engineer.
MR. GEORGE F. CHAPMAN, general manager of the United
Railways Company, of San Francisco, is visiting in the East. While
in New York he will consult with the Eastern owners of the San
Francisco company regarding the future of the property. His stay
will probably be prolonged for a month. Mr. Chapman, it will be
remembered, was connected with the North Jersey Street Railway
Company before the absorption of that company by the Public
Service Corporation. •
MR. FREDERICK G. SYKES, for the last two years electrical
engineer of the Schenectady Railway Company, of Schenectady,
N. Y., has resigned from the company, to take effect Oct. 1. Mr.
Sykes will become general superintendent of the Portland General
Electric Company, of Portland, Ore. Previous to his connection
with the Schenectady Company, Mr. Sykes was employed by the
General Electric Company in installing the Sydney Tramway sys-
tem in Sydney, Australia. His connection with the General Elec-
tric Company followed his serving as operating superintendent of
the Brooklyn Edison Company.
. MR. GUIDO PANTALEONI, for many years manager of the
St. Louis office of the Westinghouse Electric & Manufacturing
Company, has been relieved of these duties to act as the personal
representative of Mr. George Westinghous : during the St. Louis
Exposition in the reception and entertainment of distinguished
visitors. He has been appointed general southwestern manager
of the company, in which capacity his duties will be with the large
financial interests of the southwest. Mr. Wm. Clegg. Jr., who has
for the past five years been Mr. Pantaleoni's associate, has been
advanced to the position of special agent for the handling of par-
ticularly important contracts in this field. This mark of the high
regard in whch Mr. Clegg is held by the company is due to his ex-
cellent record, and to the desire to leave him free from the execu-
tive duties coming upon a district office manager, so that his
marked ability as a salesman may have wider scope. Mr. D. E.
Webster comes from the Denver office to be acting manager of the
St. Louis office. During his eleven years with the Westinghouse
Company, Mr. Webster has held a number of important positions,
including that of chief of the testing department at East Fitts-
burg, so that he brings to his new office ability as an engineer
as well as commercial experience.
Street (Railway Journal
Vol. XXIV. NEW YORK, SATURDAY, OCTOBER 1, 1904. No. 14.
Published Every Saturday by thi
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Copyright, 1904, McGraw Publishing Co.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
The A. C. Motor at the International Electrical Congress
It is significant that at the International Electrical Congress
at St. Louis last week the only subject which was discussed at
the joint session of all the sections was that of the application
of alternating-current motors to railway work. We say this
is significant because it shows this subject to be the one con-
sidered of most importance and interest of any in the entire
field of electrical activity. The address of President Bion J.
Arnold was intended as an introduction to the subject which
was taken up at the joint session, and an able introduction it
was. It was, in brief, a recapitulation of the conquests of the
electric railway motor in different classes of railway work and
a forecast of what conquests we may expect electrical traction
to make in the immediate future. President Arnold is not one
to make predictions about what electrical traction will do in the
future without some fairly definite ideas as to how it is going
to do it. As he stated in his address, those who are most given
to making brilliant prophecies as to the supplanting of steam
locomotives with electric motor cars are those who have the
least technical knowledge of the difficulties to be overcome.
There is perhaps no one prominent in the field of electric rail-
way engineering who appreciates more strongly the advan-
tages that steam locomotives possess for certain classes of
traffic than does Mr. Arnold. One can see in his address a
disinclination to yield to the electric motor anything more than
its legitimate field in steam railroad work. Nevertheless, one
cannot read this address without feeling that, great as have
been the conquests of electrical traction the past twenty years,
and great as have been the investments, we are as yet only at
the beginning. Following Mr. Arnold's introduction of the
subject was Dr. Steinmetz's clear-cut analysis of the situation
as it now appears to him. After giving a history of the reasons
which led to the abandonment in this country of attempts to
make induction motors with their shunt motor characteristics
perform railway work, and an analysis of the characteristics
of the direct and alternating-current series-commutator mo-
tors, he came to the conclusions that the field of the series,
single-phase, alternating-current railway motor would be sub-
urban, interurban and long distance work where rapid accel-
eration is not of great importance. For rapid transit work in
cities where rapid acceleration is of prime importance, he
thought the direct-current motor would still hold sway.
In this issue we are able to present a digest of this discussion
as well as of all the papers presented in Section F of the In-
ternational Electrical Congress, and while we considered this
subject editorially at some length in our last issue, it is of such
importance that a few additional words may not be out of place.
In the first place the discussion brought out that no one ad-
vocates the installation of the a. c. system on the score of the
superiority of the motor over its direct-current series com-
petitor. The direct-current series motor is still the better of
the two as regards efficiency, commutation and power factor.
The weight of the d. c. motor and its controlling apparatus is
also less than that of the alternating-current apparatus with its
attendant step-down transformer. We must, therefore, look
elsewhere than in the motor and its control for any reasons
warranting its introduction in preference to the direct-current
motor fed from rotary converter sub-stations. The generating
and high-potential distribution systems are practically the same
for both a. c. and d. c. motors, and this narrows the subject
down to whether the sub-station and trolley-distributing system
furnish sufficient reasons to warrant the introduction of the
new system. It may be assumed from the statements of the
manufacturing companies that they have brought the single-
phase alternating-current motor to a state of development
4&2
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
where it is commercially operative, and it has certainly shown
itself capable of commutating the large currents required for
accelerating our heavy suburban cars and performing the work
required without injurious heating.
The general consensus of opinion brought out at the Con-
gress was to the effect that, as the alternating-current motor
would owe its success to its ability to use potentials on the
trolley higher than those practical with direct-current motors,
the a. c. type of motor would be limited to suburban ser-
vice and the larger electric railway problems that will come
up in the future. In other words, the. alternating-current mo-
tor will not supersede the direct-current motor, but will rather
create a field of its own, closed at present, due to the limitations
of direct-current motor design, and thus broaden the field of
electric traction work beyond its present scope. The dividing
line between the a. c. and d. c. motor field will necessarily be
indistinct with overlappings on either side, as called for by local
considerations, but in general it may be stated that the a. c.
motor does not show much advantage in first cost or cost of
operation where the units are small and operate at infrequent
intervals. For example, many of our suburban roads operate
cars equipped with four 50-hp motors and geared for a maxi-
mum speed of 40 miles to 45 miles per hour. Sub-stations are
placed approximately 12 miles apart, and the copper consists of
two No. 000 trolleys, with no auxiliary feeders. The intro-
duction of the alternating-current motor and 2000-volt trolley
in such case would result in no copper economy, as a smaller
wire than No. 000 is hardly feasible. The decreased cost of
the a. c. sub-station would here be balanced against the in-
creased cost of the a. c. car equipments, with the result that
the cost of the road would be practically the same in either
case. Where equipments are larger and where more frequent
sub-stations or heavy auxiliary feeder copper is required, the
advantage of the high-tension trolley becomes apparent and
may become a controlling factor in deciding upon the
system to adopt. In cases of very heavy and frequent
traffic there are a number of reasons which favor the d. c.
system. The New York Central installation is a case in
point.
The sub-station used with the alternating-current motor is
being designed to operate without attendance, but it is a ques-
tion if such a practice will be looked upon with favor by our
suburban roads. The duties required of an attendant are so
light and infrequent, and such latitude is given in the location
of sub-stations, due to the small drop in the high-tension trol-
ley, that it is probable that these sub-stations will be usually
located where supervision is available. The item of sub-station
labor for the two systems in this case may therefore be prac-
tically the same. An automatically operated sub-station has an
attractive sound, but the actual operation of an a. c. road may
show the desirability of attendance at these points.
A fact not touched upon at the Congress discussion, but one
which seems to us worthy of most careful consideration, is the
fact that current collection on our suburban systems is a seri-
ous problem, especially with their continued development call-
ing for higher speeds and the possibility of using trains of two
or more cars. With the present trolley, the limit has practi-
cally been reached with a single 40-ton car running at 60 miles
per hour, while an unprotected third rail is a menace to con-
tinuity of service in our Northern States when the traffic is in-
frequent. A protected third rail adds at least 50 per cent to
the cost of a third-rail installation, and a first cost of some
$10,000 per mile is a serious burden to throw upon a double-
track suburban system. With an alternating-current trolley
operating at 2000 volts or 3000 volts, however, the possibility
is offered of using some form of bow trolley which will not
come off, and which will permit an increase in both the weight
and speed of the train. The alternating-current motor system,
therefore, may help solve the current-collecting problem, which
has become so serious when considering large railway projects
from the direct-current standpoint.
Considerable stress was laid in the Congress speeches upon
the fact that alternating-current motors for suburban work
possesses much greater advantages if they can run over exist-
ing d. c. systems. The relative merits of potential control
versus series parallel were not entered into to any extent, and
an article of considerable length could be written on this point
alone. The three-phase motor was discussed and received
stanch support from our foreign friends and scant courteous
consideration from American engineers. Its constant-speed
characteristics, the necessity of a double trolley, its poor power
factor and limited torque all combined, in their opinion, to make
it unsatisfactory for general railway work. The motor is well
adapted to take care of specific cases, but has not the qualifica-
tions demanded in general railway work. The a. c. commuta-
tor motor practically duplicates the characteristics of the d. c.
series motor, and hence is preferable to its three-phase com-
petitor.
Although the discussions at St. Louis were valuable
as bringing together at one place considerable informa-
tion on this subject, no entirely new light was shed
upon it. That the alternating-phase series motor will occupy
the places consigned to it by the eminent engineers who are
responsible for its design there can be little doubt, provided t.'ne
commutation of these motors stands the test of time. That is
the crucial point which every practical railway man is watch-
ing with interest, and which, to judge from their public utter-
ances, is not worrying the designers of these motors to any
extent.
Economy in Use of Air
Although the amount of power required to compress air for
air brakes is a very small percentage of the total power used
on an electric road, there is no reason why waste in this detail
should be tolerated more than in any other. We have known
of but a small number of informal tests made to determine the
amount of power used in compressing air for electric railway
cars, and these tests have mainly served to demonstrate what a
great difference the adjustment of the brake shoes can make
in the total air consumption. The amount of power used varies
enormously from no other cause than difference in the amount
of slack which must be taken up by the air-brake piston before
the brakes'are applied. It is not difficult to see the reason for
this when one considers that after the slack in the brake rig-
ging has been taken up, the entire cylinder space behind the
piston must be filled with air at the full braking pressure in
order to apply the brakes. A few inches difference in piston
travel will make a great difference in the air required to make
a brake application. The point is to keep down the piston
travel as much as possible by having as little slack as possible
in the brake rigging, so that there is but little lost motion, and
but little space between the brake shoes and wheels when the
brakes are released. It will not do to carry this close adjust-
ment of brake shoes too far, however, because, as was pointed
out in an article in a recent issue of this paper, there
is frequently much play between journal boxes and truck
frames, so that the car wheels are crowded together more
October i, 1904.]
STREET RAILWAY JOURNAL.
463
closely immediately after the brakes have been applied than
when running with the brakes off. If the brake shoes are ad-
justed so as to be close to the wheels when the car is standing
still immediately after the brakes have been applied, there is
danger that brake shoes will bear on the wheels when the car
is running, because the wheels are then spread further apart.
Some figures giving the electrical energy consumed by the
air-brake compressor on a 25-ton car in city service are given
in another column; although, as we have said before, the con-
sumption of air varies greatly, depending on the piston travel.
These figures probably represent fair average conditions, as the
tests were made by an engineer whose practical knowledge of
car equipment would not permit him to be led astray in this
respect. In these tests the kw-hours per car-mile used for brak-
ing averaged .064, which is probably about 3 per cent of the
total power taken by the car, although figures are not given on
the total power consumption of the car. Aside from the ques-
tion of current cost, the amount of air required for braking is
a very decided factor in the amount of repairs needed on mo-
tors and compressors, as the repairs on motors and compressors
should be somewhere near in direct proportion to the amount
of air pumped.
The Status of the "Third-Rail System"
It has been an open secret for some time that the old Nan-
tasket third-rail line had been practically abandoned, but now
comes the announcement that it has been stripped and definitely
given up, which fact has naturally aroused considerable com-
ment. The high-speed trolley line along the beach has not
been discontinued, but only the section used by electrics and
steam trains in common. An official of the New York, New
Haven & Hartford Railroad is quoted as saying that the sys-
tem was found impracticable, and that if electricity were used
further as a motive power it would be in connection with elec-
tric locomotives, the state of development of which did not
yet warrant their introduction.
For several years the third rail was a fetish among electric
railway men, and it was expected to work miracles at short
notice. As usually happens in this work-a-day world, the
miracles were not forthcoming. There was in fact no good
reason to expect them. Nevertheless, we think that our friends
of the daily press are making too much of a rather small mat-
ter. It is nothing unusual to find a new method of special
rather than general applicability, and on the whole, one should
be thankful for the success instead of lamenting the fact that
success is not universal. As a matter of actual experience, the
third-rail method of supply has done and is doing remarkably
well in the situations in which success could reasonably be an-
ticipated. On elevated roads and in subways, wherever in fact
a third rail could be efficiently insulated, it has done its work
admirably. It has even done passably well in special service
along private rights of way, although for such service it has
seldom had the preference over the overhead trolley system.
Converted steam railroad lines have usually adopted the third
rail instead of the trolley on account of collection difficulties
with the latter, but while the third rail has answered the pur-
poses for which it was installed, and is the only practical
conductor for heavy traction under d. c. working, it can hardly
be considered as entirely satisfactory on lines having infre-
quent traffic.
The center third rail as installed at Nantasket was laid very
low down, barely clearing the ties, and upon wooden insulators.
Using a center rail, this cramped construction was necessary
to escape the lire boxes of some of the locomotives, but the
wooden insulators were decidedly risky. Even though such a
line can be operated where the leakage is severe, bad insulation
is bound to make trouble sooner or later. The wonder is that
the system lasted as long as it has under the circumstances.
Although a third rail placed laterally and suitably insulated is
successful from an operative standpoint, when thus placed it is
very difficult to arrange for a complicated system of tracks,
and is highly dangerous unless in some way protected. Ter-
minal yards present serious and almost forbidding complica-
tions, to be overcome only by great skill in planning the condi-
tions of operation, so that steam roads have naturally hesi-
tated to adopt the plan even in its latest forms, which are
vastly improved over the abandoned Nantasket system. On
the other hand, when large power is required, the third rail
with its ample contact surface and simple form of collector is
very attractive in spite of the difficulties which beset it. It has
long been clear, however, that it constitutes a special device
of electric traction rather than a general method.
Ihe Congestion Point in Car Headway
In connection with the handling of St. Louis Day crowds at
the Exposition, a point comes up which is not very well under-
stood by the general public, and possibly only by those street
railway men who have had to do with operating cars on very
short headway in the largest cities. The point is, that increas-
ing the number of cars on a given street or route beyond a
certain point, instead of increasing the number of passengers
which can be carried per hour, actually decreases the number
because of the congestion which it creates and the interference
of one car with another. For example, on the Olive Street
line in St. Louis, which is the one receiving the heaviest
World's Fair travel, it has been found that a headway of about
twenty-five seconds between cars is the shortest that is feasible
if cars are to maintain their schedule speed of about 9 miles
per hour for the round trip between Fourth Street in the down-
town district and the loop at the Fair grounds. If more cars
are put on the line so that the headway is less than twenty-five
seconds, the same schedule speed cannot be maintained because
of the interference of one car with another at stopping points.
By decreasing the speed, cars can be operated on a shorter
headway than twenty-five seconds and, consequently, more
passengers can be carried per hour, provided there are no de-
lays, but there comes soon a point where an increase in the
number of cars will not result in any shortening of the head-
way— that is, cars will have to move on such a slow schedule
that no more cars can be operated past a given point in a
minute than could be operated if fewer cars were on the line
and the schedule were made faster to allow them freer move-
ment. The point where an increase in the number of cars on
a line ceases to cause an increase in the number of cars oper-
ated past a given point in a given time may be called the "con-
gestion point" in car headway, beyond which we cannot go.
However, this congestion point is not reached until after sched-
ule speed has been materially reduced from what it ordinarily
is on all but the most congested streets. The fact that some
streets are so congested that it is impossible to operate except
at a very slow speed, fits in very well with the fact that usually
it is on such streets that it is desirable to operate the largest
number of cars, but on the other hand, it is likely to be the
case that the very fact that there are so many cars on the
street causes the congestion which necessitates the slow speed.
464
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
PASSENGER STATIONS AND ENGINEERING DETAILS OF
THE NEW YORK SUBWAY SYSTEM
The approaching completion of the great subway system of
the Interborough Rapid Transit Company, New York, is sur-
rounded by the extreme interest that attends the successful
accomplishment of an enterprise of so great a magnitude and
of so difficult a nature. While the work of construction was
only begun something over four years ago, ground having
first been broken in March, 1900, work of construction upon
the colossal undertaking is now practically completed, experi-
mental trains are running, and within a short time actual oper-
ation will be attempted. Articles will be published in an early
issue on the power station, signal system and rolling stock,
while in this number particulars are given of the passenger
stations and general condition of the work.
The construction of the subway rapid transit system in New
KIOSKS AT COLUMBUS CIRCLE
York is one of the most interesting and wonderful undertak-
ings of an electric nature that have of recent years been made.
The engineering difficulties met in the construction work were
well nigh appalling. Towering buildings along the streets to
be traversed had to be considered, while the streets themselves
were already occupied with complicated networks of sub-sur-
face structures, such as sewers, water and gas mains, electric
cable conduits, electric surface railway conduits, telegraph and
power conduits, and many vaults extending out under the
streets, occupied by the abutting property owners. On the
surface were surface railway lines carrying the enormously
heavy urban traffic of this city both night and day, while all
the thoroughfares in the lower part of the city were of course
congested with vehicular traffic. All of these conditions added
to the difficulties of construction, and it is accordingly greatly
to the credit of the contractors that the work has been pushed
so rapidly and is approaching completion with such a general
harmony of details.
As has been previously noted in the columns of the Street
Railway Journal, the general contract for the construction
of the subway, system was let by the city to John B. McDonald.
In the organization of the construction company, which was
known under the title of "Rapid Transit Subway Construction
Company," Mr. McDonald was assisted by August Belmont,
who, as president and active executive head, perfected the
organization, collected the staff of engineers under whose
direction the work of building the road was to be done, super-
vised the letting of sub-contracts, and completed the financial
arrangements for carrying on the work.
The equipment of the road included, under the terms of the
contract, the rolling stock, all machinery and mechanisms for
generating electricity for motive power, lighting and signaling,
and also the power house, sub-stations and the real estate upon
which they were to be erected. The magnitude of the task of
providing the equipment was not generally appreciated until
Mr. Belmont took the rapid transit problem in hand. He
foresaw from the beginning the importance of that branch of
the work, and early in 1900, immediately after the signing of
the contract, turned his attention to selecting the best engi-
neers and operating experts, and planned the organization of
an operating company. As early as May, 1900, he secured the
services of E. P. Bryan, who
came to New York from St.
Louis, resigning as vice-presi-
dent and general manager of
the Terminal Railroad Associa-
tion, and began a study of the
construction work and plans
for equipment, to the end that
the problems of operation
might be anticipated as the
building and equipment of the
road progressed. Upon the in-
corporation of the operating
company, Mr. Bryan became
vice-president.
In the spring of 1902 the In-
terborough RapidTransit Com-
pany, the operating railroad
corporation, was formed by the
interests represented by Mr.
Belmont, he becoming presi-
dent and active executive head
of this company also, and
soon thereafter Mr. McDonald
assigned to it the lease or oper-
ating part of his contract with
the city, that company thereby
becoming directly responsible
to the city for the equipment
and operation of the road. In the summer of the same year,
the Board of Rapid Transit Railroad Commissioners having
adopted a route and plans for an extension of the subway under
the East River to the Borough of Brooklyn, the Rapid Transit
Subway Construction Company entered into a contract with
the city, similar in form to Mr. McDonald's contract, to build,
equip and operate the extension. In January, 1903, the In-
terborough Rapid Transit Company acquired the elevated rail-
way system by lease for 999 years from the Manhattan Railway
Company, thus securing harmonious operation of the elevated
roads and the subway system, including the Brooklyn exten-
sion.
The incorporators of Interborough Rapid Transit Company
were William H. Baldwin, Jr., Charles T. Barney, August Bel-
mont, E. P. Bryan, Andrew Freedman, James Jourdan, Gardi-
ner M. Lane, John B. McDonald, DeLancey Nicoll, Walter G.
Oakman, John Peirce, Wm. A. Read, Cornelius Vanderbilt,
George W. Wickersham and George W. Young. The incor-
porators of Rapid Transit Subway Construction Company were
Charles T. Barney, August Belmont, John B. McDonald, Wal-
ter G. Oakman and William A. Read.
The builders of the road did not underestimate the magni-
tude of the task before them. They retained the most experi-
enced experts for every part of the work and, perfecting an
October i, 1904.]
STREET RAILWAY JOURNAL.
465
organization in an incredibly short time, pro-
ceded to surmount and sweep aside difficul-
ties. The result is one of which every citizen
of New York may feel proud. The stations
and approaches are commodious, and the
stations themselves furnish conveniences to
passengers heretofore not heard of on intra-
urban lines. There is a separate express
service, with its own tracks, and the stations
are so arranged that passengers may pass
from local trains to express trains, and vice
versa, without delay and without payment of
additional fare. Special precautions have
been taken and devices adopted to prevent a
failure of the electric power and the conse-
quent delays of traffic. An electro-pneu-
matic block signal system has been devised,
which excels any system heretofore used,
VIEWS IN CITY HALL STATION
and is unique in its mechanism. Special emergency and fire-
alarm signal systems are installed throughout the length of the
road. At a few stations, where the road is not near the sur-
face, improved escalators and elevators are provided. The cars
have been designed to prevent
danger from fire. Strength, utility
and convenience have not alone
been considered, but all parts of
the railroad structures and equip-
ment, stations, power house and
electrical sub-stations have been
designed and constructed with a
view to the beauty of their appear-
ance, as well as to their efficiency.
The routes in detail are as fol-
lows: Beginning near the inter-
section of Broadway and Park
Row, one of the routes of the rail-
road extends under Park Row,
Center Street, New Elm Street,
Elm Street, Lafayette Place,
Fourth Avenue (beginning at
Astor Place). Park Avenue, Forty-
Second Street, and Broadway to
125th Street, where it passes
out and over Broadway by an
elevated structure to 133d Street, thence under Broadway
again to and under Eleventh Avenue to Fort George, where it
comes to the surface again at Dyckman Street and continues
by viaduct over Nagle Avenue, Amsterdam Avenue and Broad-
way to Bailey Avenue, at the Kingsbridge station of the New
York & Putnam Railroad, crossing the Harlem Ship Canal on
a double-deck drawbridge. The length of this route is 13.50
miles, of which about \y2 miles are on viaduct.
Another route, branching from the above, begins at Broad-
way near 103d Street and extends under 104th Street and the
upper part of Central Park to and under Lenox Avenue, to
I42d Street, thence curving to the east to and under the Har-
lem River at about 145th Street, thence from the river to and
under East 149th Street to a point near Third Avenue, thence
by viaduct beginning at Brook Avenue over Westchester Ave-
nue, the Southern Boulevard and the Boston Road to Bronx
Park. The length of this route is about 6.97 miles, of which
about 3 miles are on viaduct.
At the City (Borough) Hall there is a loop under the Park.
From 143d Street there is a spur north under Lenox Avenue to
147th Street. There is a spur at Westchester and Third Ave-
nue connecting by viaduct the Manhattan Elevated Railway
division of Interborough Rapid Transit Company with the
466
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
viaduct of the subway at or near St. Ann's Avenue. The
route of the Brooklyn extension connects near Broad-
way and Park Row with the Manhattan-Bronx route, and ex-
tends under Broadway, Bowling Green, State Street, Battery
Park, Whitehall Street and South Street to and under the
East River to Brooklyn at the foot of Joralemon Street, thence
under Toralemon Street, Fulton Street and Flatbush Avenue to
There is a storage yard under Broadway between 137th
Street and 145th Street on the Fort George branch, another
on the surface at the end of the Lenox Avenue spur at Lenox
Avenue and 147th Street, and a third on an elevated structure
at the Boston Road and 178th Street. There is a repair shop
and inspection shed on the surface adjoining the Lenox Ave-
nue spur at the Harlem River and 148th-! 50th Streets, and an
POUCEVARD
' ' /_ \ e.14fTH, ST._ _L
■j * 7 -2 TRACKS
TRACKS Private Double Cast Iron
Property Circular Section
WESTCHESTER AVE
W (13)
SOUTHERN j BOSTON .
BOULEVARD ' " ROAD"
PROFILE OF RAPID TRANSIT RAILROAD, MANHATTAN AND P.RONX LINES
Atlantic Avenue, connecting with the Brooklyn tunnel of the
Long Island Railroad at that point. There is a loop under
Battery Park beginning at Bridge Street. The length of this
route is about 3 miles.
The routes in Manhattan and the Bronx, therefore, may be
said to roughly resemble the letter Y, with the base at the
inspection shed at the storage yard at Boston Road and 178th
Street.
The grades and curvature along the main line may be sum-
marized as follows : The total curvature is equal in length to
23 per cent of the straight line, and the least radius of curva-
ture is 147 ft. The greatest grade is 3 per cent, and occurs on
southern extremity of Manhattan Island, the fork at 103d either side of the tunnel under the Harlem River. On the
steel Beam A Concrete Construction
feet *
PROFILE OF BROOKLYN EXTENSION
Street and Broadway, the terminus of the westerly or Fort
George branch of the fork just beyond Spuyten Duyvil Creek,
the terminus of the easterly or Bronx Park branch at Bronx
Park. The total length of the line from the City Hall to the
Kingsbridge terminal is 13.50 miles, with 47.11 miles of single
track and sidings. The eastern or Bronx Park branch is 6.97
miles long, with 17.50 miles of single track. The total length
of the Brooklyn extension is 3.1 miles, with about 8 miles of
single track.
From the Borough Hall, Manhattan, to the Ninety-Sixth
Street station, the line is four-track. On the Fort George
branch (including 103d Street station) there are three tracks
to 145th Street, two tracks to Dyckman Street, and then three
tracks again to the terminus at Bailey Avenue. On the Bronx
Park branch there are two tracks to Brook Avenue, and from
that point to Bronx Park there are three tracks. On the Lenox
Avenue spur to 147th Street there are two tracks, on the City
Hall loop one track, on the Battery Park loop two tracks. The
Brooklyn extension is a two-track line.
Brooklyn extension the maximum grade is 3.1 per cent, de-
scending from the ends to the center of the East River tunnel.
The minimum radius of curve is 1200 ft. At each station there
is a down grade of 2.1 per cent to assist in the acceleration of
the cars when they start.
The track is of the usual standard construction with broken
stone ballast, timber crossties and 100-lb. rails of the American
Society of Civil Engineers' section. The crossties are selected
hard pine. All ties are fitted with tie plates. All curves are
supplied with steel inside guard rails. The frogs and switches
are of the best design and quality to be had, and a special de-
sign has been used on all curves. At the Battery loop, at
Westchester Avenue, at Ninety-Sixth Street, and at City Hall
loop, where it has been necessary for the regular passenger
tracks to cross, grade crossings have been avoided ; one track
or set of tracks passing under the other at the intersecting
station points.
The contract for the building of the road contains the fol-
lowing somewhat unusual provision : "The railway and its
October i, 1904.]
STREET RAILWAY JOURNAL.
467
equipment as contemplated by the contract constitute a great
public work. All parts of the structure where exposed to public
sight shall therefore be designed, constructed and maintained
with a view to the beauty of their appearance, as well as to
their efficiency."
It may be said with exact truthfulness that the builders have
spared no effort or expense to live up to the spirit of this pro-
vision, and that all parts of the road and equipment display
dignified and consistent artistic effects of the highest order.
These are noticeable in the power house and the electrical sub-
The station plans are necessarily varied to suit the condi-
tions of the different locations, the most important factor in
planning them having been the amount of available space. The
platforms are from 200 ft. to 350 ft. in length, and about 16 ft.
in width, narrowing at the ends, while the center space is
larger or smaller, according to local conditions. As a rule, the
body of the station extends back about 50 ft. from the edge of
the platform.
At express stations there are two island platforms between
the express and local tracks, one for uptown and one for down-
28 TH STREET
South Bound Local
Suutli Bound Express
North Bound Express
a: x — x x
xxxxxxxxxxxxxxxx:
North Bound Local
xxx xxxxxxx rx x
237H STREET
PLAN OF TWENTY-EIGHTH STREET AND FOURTH AVENUE STATION
stations, and particularly in the passenger stations. It might
readily have been supposed that the limited space and compara-
tive uniformity of the underground stations would afford but
little opportunity for architectural and decorative effects. The
result has shown the fallacy of such a supposition.
Of the forty-eight stations, thirty-four are underground,
eleven are on the viaduct portions of the road, and two are
partly on the surface and partly underground, and one is partly
1 in the surface and partly on the viaduct. The underground
stations are at the street intersections, and, with the exception
of a few instances, occupy space under the cross streets. At all
local stations (except at 110th Street and Lenox Avenue) the
platforms are outside of the tracks. At Lenox Avenue and
110th Street there is a single island platform for uptown and
downtown passengers. *
town traffic. In addition, there are the usual local platforms
at Brooklyn Bridge, Fourteenth Street and Ninety-Sixth Street,
as shown in an accompanying view. At the remaining express
stations, namely, at Forty-Second Street and Madison Ave-
nue, and at Seventy-Second Street, there are no local plat-
forms outside of the tracks, both local and through traffic using
the island platforms.
The island platforms at the Brooklyn Bridge. Fourteenth
Street, and Forty-Second Street and Madison Avenue, express
stations are reached by mezzanine footways from the local plat-
forms, it having been impossible to place entrances in the
streets immediately over the platforms. At Ninety-Sixth Street
there is an underground passage connecting the local and
island platforms, and at Seventy-Second Street there are en-
trances to the island platforms directly from the street, which
468
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
is made possible by the park area in the middle of the street,
in which is built a commodious ornamental station building
upon the surface. Local passengers can transfer from express
trains and express passengers from local trains, without pay-
ment of additional fare, by merely stepping across the island
platforms.
At Seventy-Second Street, at 103d Street and at 116th Street
and Broadway the station platforms are below the surface, but
the ticket booths and toilet rooms are on the surface, this ar-
rangement being possible also because of the park area avail-
able in the streets.. At Manhattan Street the platforms are on
permits air to circulate and minimizes condensation on the
surface of the ceiling and walls.
The ceilings are separated into panels by wide ornamental
moldings, and the panels are decorated with narrow moldings
and rosettes. The bases of the walls are buff Norman brick.
Above this is glass tile or glazed tile, and above the tile is a
faience or tcrra-cotta cornice. Ceramic mosaic is used for
decorative panels, friezes, pilasters and name tablets. A differ-
ent decorative treatment is used at each station, including a
distinctive color scheme. At some stations the number of the
intersecting street or initial letter of the street name is shown
on conspicuous plaques, at other sta-
^ tions the number or letter is in the
* panel. At some stations artistic em-
blems have been used in the scheme
of decoration, as at Astor Place, the
beaver; at Columbus Circle, the great
navigator's Caravel; at 116th Street,
the seal of the near-by Columbia Uni-
versity. The walls above the cornice
and the ceilings are finished in white
Keene cement.
The ticket booths are of oak,
with bronze window grills and fit-
l'LAN OF BROOKLYN BRIDGE STATION AND CITY HALL LOOP
the viaduct, but the ticket booths and toilet rooms are on the
surface. The viaduct at this point is about 68 ft. above the
surface, and escalators are provided. At many of the stations
entrances have been arranged from the adjacent buildings, in
addition to the entrances originally planned from the street.
The entrances to the underground stations are enclosed at
the street by "kiosks" of cast iron and wire glass, as shown
in the view on page 464, and vary in number from two to eight
at a station. The stairways are of concrete, reinforced by
twisted steel rods. At 168th Street, at 181st Street, and at Mott
Avenue, where the platforms are from 90 ft. to 100 ft. below
the surface, elevators are provided.
At twenty of the underground stations it has been possible
to use vault lights to such an extent that very little artificial
light is needed. Such artificial light as is required is supplied
by incandescent lamps sunk in the ceilings. Provision has
been made for using the track circuit for lighting in emer-
gency if the regular lighting circuit should temporarily fail.
The station floors are of concrete, marked off in squares.
At the junction of the floors and side walls a cement sanitary
cove is placed. The floors drain to catch basins, and hose bibs
are provided for washing the floors.
Two types of ceiling are used, one flat, which covers the
steel and concrete of the roof, and the other arched between
the roof beams and girders, the lower flanges of which are ex-
posed. Both types have an air space between ceiling and roof,
which, together with the air space behind the inner side walls,
tings. There are toilet rooms in every station, except at the
City Hall loop. Each toilet room has a free closet or closets,
and a pay closet, which is furnished with a basin, mirror, soap
dish and towel rack. The fixtures are porcelain, finished in
dull nickel. The soil, vent and water pipes are run in wall
spaces, so as to be accessible. The rooms are ventilated
through the hollow columns of the kiosks, and each is pro-
vided with an electric fan. They are heated by electric heaters.
The woodwork of the rooms is oak ; the walls are red slate
wainscot and Keene cement.
Passengers may enter the body of the station without paying
fare. The train platforms are separated from the body of the
station by railings. At the more important stations, separate
sets of entrances are provided for incoming and outgoing pas-
sengers, the stairs at the back of the station being used for
entrances and those nearer the track being used for exits.
An example of the care used to obtain artistic effects can be
seen in the views of the City . Hall station on page 465. The
road at this point is through an arched tunnel. In order to
secure consistency of treatment, the roof of the station is con-
tinued by a larger arch of special design. At 168th Street, at
181st Street and at Mott Avenue stations, where the road is far
October i, 1904.]
STREET RAILWAY JOURNAL.
469
beneath the surface, it has been possible to build massive arches
with spans of 50 ft. over the stations and tracks.
Five types of construction have been employed in building
the road: (1) the typical subway near the surface with flat roof
and I-beams for the roof and sides, supported between tracks
with steel bulb-angle columns used on about 10.6 miles or 52.2
per cent of the road; (2) flat roof typical subway of reinforced
concrete construction supported between the tracks by steel
bulb-angle columns, used for a short distance on Lenox Avenue
and on the Brooklyn portion of the Brooklyn extension, and
also on the Battery Park loop; (3) concrete lined tunnel used
on about 4.6 miles or 23 per cent of the road, of which 4.2 per
cent was concrete lined open cut work, and the remainder was
rock tunnel work ; (4) elevated road on steel viaduct used on
tunnel, and on the Battery Park loop) the felt water-proofing
has been made more effective by one or two courses of hard-
burned brick laid in hot asphalt, after the manner sometimes
employed in constructing the linings of reservoirs of water-
works.
The reinforced concrete construction substitutes for the steel
roof beams, steel rods, approximating Ij4 ins. square, laid in
varying distances according to the different roof loads, from
6 ins. to 10 ins. apart. Rods ins. in diameter tie the side
walls, passing through angle columns in the walls and the
bulb-angle columns in the center. Layers of concrete are laid
over the roof rods to a thickness of from 18 ins. to 30 ins., and
carried 2 ins. below the rods, thus imbedding them. For the
sides similar square rods and concrete are used and angle col-
.J)i.wn Down.
q „ _b_. a -B Toilet
-Down Down-!-*
EXPRESS PLATFORM
EXPRESS PLATFORM
LOCAL PLATFORM
about 5 miles or 24.6 per cent of the road; (5) cast-iron tubes
used under the Harlem and East Rivers.
The general character of the flat roof I-beam construction is
shown in the view on page 471. The bottom is of con-
crete. The side walls have I-beam columns 5 ft. apart, between
which are vertical concrete arches, the steel acting as a sup-
port for the masonry and allowing the thickness of the walls
to be materially reduced from that necessary were nothing but
concrete used. The tops of the wall columns are connected by
roof beams which are supported by rows of steel columns be-
tween the tracks, built on concrete and cut stone basis form-
ing part of the floor system. Concrete arches between the
roof beams complete the top of the subway. Such a structure
is not impervious, and hence, there has been laid behind the
side walls, under the floor and over the roof, a course of two
to eight thicknesses of felt, each washed with hot asphalt as
laid. In addition to this precaution against dampness, in three
sections of the subway (viz: on Elm Street between Pearl and
Grand Streets, and on the approaches to the Harlem River
BROOKLYN BRIDGE STATION
umns 5 ft. apart; the concrete of the side walls is from 15 ins.
to 18 ins. thick, and the rods used are of both square and twisted
form.
In front of the water-proofing, immediately behind the steel
columns, are the systems of terra-cotta ducts in which the elec-
tric cables are placed. The cables can be reached by means of
manholes every 200 ft. to 450 ft., which open into the subway
and also into the street. The number of these ducts ranges
from 128 down to 32, and they are connected with the main
power station at Fifty-Eighth and Fifty-Ninth Streets and the
Hudson River by a 128-duct subway under the former street.
The construction of the typical subway has been carried on
by a great variety of methods, partly adopted on account of the
conditions under which the work had to be prosecuted and
partly due to the personal views of the different sub-contrac-
tors. The work was all done by open excavation, the so-called
"cut and cover" system, but the conditions varied widely along
different parts of the line, and different means were adopted
to overcome local difficulties. The distance of the rock surface
below the street level had a marked influence on the manner
in which the excavation of the open trenches could be made.
In some places this rock rose nearly to the pavement, as be-
tween Fourteenth and Eighteen Streets. At other places the
subway is located in water-bearing loam and sand, as in the
stretch between Pearl and Grand Streets, where it was neces-
sary to employ a special design for the bottom.
This part of the route includes the former site of the ancient
Collect Pond, familiar in the early history of New York, and
the excavation was through made ground, the pond having
been filled in for building purposes after it was abandoned for
470
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
supplying water to the city. The excavations through Canal
Street, adjacent, were also through made ground, that street
having been at one time, as its name implies, a canal.
From the City Hall to Ninth Street was sand, presenting no
particular difficulties, except through the territory just men-
tioned. At Union Square rock was encountered on the west
side of Fourth Avenue from the surface down. On the east
side of the street, however, at the surface was sand, which ex-
tended 15 ft. down to a sloping rock surface. The tendency of
the sand to a slide off into the rock excavation required great
care. The work was done, however, without interference with
the street traffic, which is particularly heavy at that point.
The natural difficulties of the route were increased by the
network of sewers, water and gas mains, steam pipes, pneu-
matic tubes, electric conduits and their accessories, which
filled the streets; and by the surface railways and their con-
duits. In some places the columns of the elevated railway had
nues to Bronx Park on the eastern, a total distance of about 5
miles. The three-track viaducts are carried on two-column
bents where the rail is not more than 29 ft. above the ground
level, and on four-column towers for higher structures. In
the latter case, the posts of a tower are 29 ft. apart transversely
and 20 ft. or 25 ft. longitudinally, as a rule, and the towers
are from 70 ft. to 90 ft. apart on centers. The tops of the
towers have X-bracing and the connecting spans have two
panels of intermediate vertical sway bracing between the three
pairs of longitudinal girders. In the low viaducts, where
there are no towers, every fourth panel has zig-zag lateral
bracing in the two panels between the pairs of longitudinal
girders.
The towers have columns consisting, as a rule, of a 16-in. x
7-16-in. web plate and four 6-in. x %i-in. bulb angles. The
horizontal struts in their cross-bracing are made of four 4-in. x
3-in. angles, latticed to form an I-shaped cross-section. The
SIDE VIEW OF MANHATTAN VIADUCT
to be shored up temporarily, and in other places the subway
passes close to the foundations of lofty buildings, where the
construction needed to insure the safety of both subway and
buildings was quite intricate. As the subway is close to the
surface along a considerable part of its route, its construction
involved the reconstruction of all the underground pipes and
ducts in many places, as well as the removal of projecting
vaults and buildings, and, in some cases, the underpinning of
their walls. The concrete lined tunnel work involved one of
the most difficult problems. The tunnel was driven through
solid rock between Thirty-Third Street and Forty-Second
Street, between 104th Street and Broadway, and 110th Street
and Lenox Avenue on the east side branch, and between 157th
Street and Fort George on the Fort George branch, the latter
being the second longest double-track rock tunnel in the United
States, the Hoosac tunnel being somewhat longer.
The elevated viaduct construction extends from 125th Street
to 133d Street and from Dyckman Street to Bailey Avenue on
the western branch, and from Brook and Westchester Ave-
X-bracing consists of single 5-in. x 3'/j-in. angles. The tops
of the columns have horizontal cap angles on which are riveted
the lower flanges of the transverse girders; the end angles of
the girder and the top of the column are also connected by a
riveted splice plate. The six longitudinal girders are web-
riveted to the transverse girders. The outside longitudinal
girder on each side of the viaduct has the same depth across
the tower as in the connecting span, but the four intermediate
lines are not so deep across the towers. In the single trestle
bents the columns are the same as those just described, but
the diagonal bracing is replaced by plate knee-braces.
The Manhattan Valley viaduct on the west side line, which
spans the ravine-like depression at that point, has a total length
of 2174 ft. Its most important feature is a two-hinged arch of
i6Sl/2-it. span, which carries platforms shaded by canopies,
but no station buildings. The station is on the ground be-
tween the surface railway tracks. Access to the platforms is
obtained by means of escalators. It has three lattice-girder
two-hinge ribs 24 }/2 ft. apart on centers, the center line of each
October i, 1904.]
STREET RAILWAY JOURNAL.
47'
rib being a parabola. Each half rib supports six spandrel posts
carrying the roadway, the posts being seated directly over ver-
tical web members of the rib. The chords of the ribs are 6 ft.
apart and of an H-section, having four -6-in. x 6-in. angles and
six 15-in. flange and web plates for the center rib, and lighter
sections for the outside ribs. The arch was erected without
false work.
The viaduct spans of either approach to the arch are 46 ft.
to 72 ft. long. All transverse girders are 31 ft. 4 ins. long, and
have a 70-in. x 3/g-m web plate and four 6-in. x 4-in. angles.
The two outside longitudinal girders of deck spans are 72 ins.
deep and the other 36 ins. All are ^ in. thick, and their four
ECONOMY IN RAIL CUTTING
Almost every large piece of track construction upon a mod-
ern street railway involves the laying down of a certain amount
of special work. Even if the job is simply one of double-track-
ing a city route, it is rare indeed to encounter no cross-overs,
switches or Y's to break the smoothness of a straight run over
the line, while curves are to be expected on almost all routes.
It has grown to be a practice among many companies, there-
fore, to order their special work directly from the manufac-
turers, and there is no doubt that a great deal of time and labor
during installation is saved in this war.
STANDARD STEEL CONSTRUCTION IN TUNNEL
flange angles vary in size from 5 ins. x 3J/2 ins. to 6 ins. x 6 ins.,
and on the longest spans there are flange plates. At each end
of the viaduct there is a through span with 90-in. web longi-
tudinal girders.
Each track was proportioned for a dead load of 330 lbs. per
lineal foot and a live load of 25,000 lbs. per axle. The axle
spacing in the truck was 5 ft., and the pairs of axles were
alternately 27 ft. and 9 ft. apart. The traction load was taken
at 20 per cent of the live load, and a wind pressure of 500 lbs.
per lineal foot was assumed over the whole structure.
A movement is now on foot to organize a company for the
purpose of building an electric railway at Rosario, a city of
ahoul r 22,000 inhabitants, in the Province of Santa Fe,
Argentina.
At the same time it is nearly always necessary in laying
track to bend or cut certain rails, and appliances of this char-
acter form a part of the tool equipment of every well organized
track gang. Formerly the accepted method of cutting off rails
was the laborious process of hacksawing, but this slow and
tedious operation has been considerably bettered by the intro-
duction of the circular rail saw operated by cranks and adjust-
able for any desired angle of cutting.
In cases where power is available at the trolley wire, there
would seem to be an opportunity for considerable economy to b«
gained by driving such saws by x/^-hp 500-volt motors, thereby
doing away with the services of at least one man at the crank.
The cost of power for this work would be almost insignificant,
and the motor itself should not cost much over $100 complete,
with gearing, rheostat and some sort of fish-pole arrangement
for making contact with the trolley wire.
472
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
GENERAL DESIGN AND FINISH OF THE MODERN
INTERURBAN CAR
BY EDWARD C. BOYNTON
The general dimensions of interurban cars have gradually
increased until the present standard approximates very closely
those of a standard steam passenger coach. The following may
be said to be average dimensions :
Tnterurban .
Steam
Electric Car
Passenger Coach
Length over corner posts
40 ft.
60 ft.
50 to 52 ft.
70 ft.
Extreme width outside
8 ft. 6 in.
IO ft.
Height-top of rail to top of roof
13 ft.
14 ft. 3 in.
Weight of car body
30,000 lbs.
40,000 lbs.
Fig. 1 is a side elevation and seating plan of a type of inter-
urban car built but a short time ago, and many such cars are
modern interurban car. The principal dimensions are given on
the drawings. The body weighs about 28,000 lbs. The in-
terior is divided, as shown, into a passenger and a smoking
compartment, and the total seating capacity is fifty-four.
On a long interurban line the necessity for a smoking com-
partment is evident. On many roads a baggage compartment
is also an absolute necessity, and there are cars in service con-
taining all three compartments, but more often we find the bag-
gage and passenger compartments, where the smokers are al-
lowed to occupy the former, and even seats or benches are pro-
vided for them, which can be folded up against the side of
the car.
The side and end windows are guarded on the outside by
five iron tube guards held by suitable brackets, which are
hinged so that they may be dropped down for the proper clean-
ing of the windows.
On cars which are to be used where the winters are some-
what severe, extra sashes are provided for the side windows,
which arc put on in place of these guards in winter, and they
Street Ry.Jo
FIG. 1. — PLAN AND SIDE ELEVATION OF INTERURBAN CAR OF SEVERAL YEARS AGO
still in service. It will be noticed that the interior of the car
is one compartment and there are no vestibules. There are
two means of entering the car — at one side of each platform.
Fig. 2 is a photo-engraving of the interior of a similar car.
The ceiling is three-ply bird's-eye maple in the natural color
and varnished. All moldings, panels, doors, etc., are varnished
cherry. Register rods, signal cords and strap hangers are just
inside the deck sills. The lighting is by electric lamp clusters
along the center line of the ceiling. The seats upholstered in
rattan. The floor mats are the stationary wooden slats. The
heating is by electric heaters under the seats. It is easily seen
that the whole interior finish is of a perfectly plain, inexpen-
sive style.
This car is 28 ft. long over end sills, and 38 ft. 6 ins. over all.
It is 8 ft. 3 ins. wide, and the body weighs, approximately,
17,000 lbs. The seating capacity is forty. The motor equip-
ment may be of sufficient power, and the gearing such as to
drive it at a speed of 40 m. p. h., but the general design is far
too light for the high-speed interurban service now demanded
in many parts of the country.
In Fig. 3 is shown the side elevation and seating plan of a
serve to keep the temperature of the car much more comfort-
able. On some of the Northwestern steam roads cars are in
use with three window sashes, in the coldest weather.
The system of heating a modern interurban car is usually
hot water, the heater being placed at the left of the front plat-
form when the car is single-ended — i. e., runs in one direction
only ; or sometimes next to the partition separating the smok-
ing or baggage compartment from the passenger.
The principal reason for the use of hot-water heat in prefer-
ence to electric, in a large car, is undoubtedly economy. In
such a car the temperature must be kept between 60 degs. and
70 degs. As it requires from 20 amps, to 30 amps, at 500 volts
to maintain that temperature under average conditions, and if
we assume the cost of power to be about 1 cent per kw-hour at
the car, it is readily seen that 10 to 15 cents per hour for heat
is very much above the cost of hot water.
Considerable improvement has been made in the method of
lighting the car. Not only have the number of lights been in-
creased, but attention has been given to the proper distribution
of light, and, when possible, to its artistic arrangement. The
lights are frequently placed along the deck sills, one over each
October i, 1904.]
STREET RAILWAY JOURNAL.
473
seat, or when the design of the ceiling permits, they are ar-
ranged in arches from side to side. Some cars have recently
been lighted with small enclosed arc lamps. The finest effect
in car lighting can be seen in certain Pullman sleeping or din-
ing cars where the steam train is electric lighted.
The photo-engraving, Fig. 4, shows the interior of the mod-
ern interurban car. The two styles of ceilings most used art
the Empire and the semi-Empire; the engraving shows the
latter. They are made of three-ply or five-ply veneer, painted
and tinted in some shade of green or blue, and decorated in
gold. All of the interiortfinish of the car, panels, doors, sash
and wrecking tools, consisting of the usual saw, axe, sledge
and bar.
Standard railway signal lamps, burning oil, and signal flags,
with proper sockets for holding either at the ends of the car ;
iron cuspidors for the smoking compartment, a manila floor
mat for the entire length of center aisle, removable rubber
mats for vestibules, a motorman's tool box and switch irons,
FIGS. 2 AND 4.— INTERIOR OF OLD AND NEW TYPES OF INTERURBAN CARS
and all moldings are of solid dark mahogany, in natural color,
varnished and rubbed down in pumice stone and oil, to a smooth
dead finish. All metal trimmings are highly polished bronze.
The seats shown in the engraving are the latest type, high back,
reversible, with head roll and bronze corner grab handles, the
latter making hanging straps unnecessary. The seats are up-
holstered in white rattan, which many prefer, principally for
sanitary reasons. Probably as many cars have the seats up-
steel spring clips and floor sockets for the latter being pro-
vided in the vestibules. Illuminated destination signs, visible
day or night, are now coming into general use. They are
usually outside the vestibule below the windows and at one side
of the center. Arc headlights and trolley catchers are also
provided.
All high-speed interurban cars are now equipped with some
form of air brake, as they are far too heavy to be continually
l^adllaD^I l^aalppcl |^on||DQo| |<joci|;ciDr>,| !^aa||aop| |<jno||Doc>[ |_^aC]i|Dg^
Street Ry.Joumnl
FIG. 3— SIDE ELEVATION AND PLAN OF MODERN INTERURBAN CAR
holstered in dark green or blue or crimson plush. The register
rod is in the usual position, and the signal cord supported by
hangers over the center aisle. Push buttons are placed in each
side window panel, connected to electric bells at each end.
An improvement long needed and now generally included in
the equipment, is the continuous parcel or basket rack, shown
along each side above the windows. Other important improve-
ments or additions are toilet room, ice water, fire extinguishers
braked by hand. The amount of power provided varies from
200 hp to 400 hp, dependent upon the weight and speed. The
system of controlling the motors in the higher powered cars is
usually the multiple unit, regardless as to whether they are to
be run in trains or not. This relieves the platforms of the
weight of a heavy controller, places the latter under the car,
where it is better able to carry it, and where there is room.
Some cars have been recently built with the above system
474
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
ul control and with solid vestibules, allowing no means for
passing between cars should they be run in trains.
A marked improvement has been made in car wiring, which
consists in separating the power wires instead of placing them
in cables, and running each wire in its own fireproofed duct or
molding under the car.
The painting of the outside is now according to the M. C. B.
specifications, and the colors usually adopted are the same as
now used by steam roads.
TRAINING THE NON-COMMISSIONED OFFICERS OF ENGI-
NEERING
Montreal, Canada, Sept. 7, 1904.
Editors Street Railway Journal:
I have been much interested in reading your editorial on the
subject of technical education for railway men, and find myself
very much in agreement with you. I am the more interested
in this because, in Britain, we have a group of men whose ideas
of technical education are well set out by your remark : — "There
is a tendency to train too many men for the duties of the cap-
tain at the expense of good hard drill in the work of the lieu-
tenant and engineers, not to mention the lower grades." To
put it in my own way, the theoretical training of the "non-
commissioned" officers of engineering is in danger of being
overlooked. It is in evening classes that these men usually
receive their theoretical instruction, and yet, although excellent
work has been done in the past, there is a tendency at the pres-
ent time to starve technical institutions, polytechnics, me-
chanics' institutes, etc., where such evening classes are mainly
carried on. It is easy to see that this has come about from
the fact that the experts on representative bodies controlling
educational expenditure are mostly those who get their living
entirely by teaching. In Britain technicological teachers and
part-time men generally begin to feel that they are not getting
fair play, and indeed attempts at some kind of organization are
now being made in order to place their views before the edu-
cational authorities.
For some five years I have been engaged in lecturing to
third-year electrical engineering evening students at the North-
ampton Institute or City Polytechnic, London, and very much
of the success which I have had, has been due to the fact that I
have been able to give data of problems and events which have
cropped up in my every-day professional work. At the City
Polytechnic we are fortunate in having as principal Dr.
Mullineux Walmsley (who, by the way, has recently been on
an educational tour through the United States), and he is one
of those who believes that all technical educational institutions
should be partly staffed by men engaged in outside work.
Take the simple case of mechanical drawing and machine
construction, surely the best man to teach this is a leading
draughtsman in some local manufacturing concern. I remem-
ber that when I attended evening classes some seventeen years
ago, my teacher was a leading draughtsman with the well-
known firm of Smith, Beacock & Tannett, of Leeds. Being a
tool-making firm, it followed that the examples we had given to
us were largely in connection with the design of machine
tools. As it happened I was engaged during the day on loco-
motive work, and this combination of practical work in engine
building and theoretical instruction in design of machine
tools was to me a great advantage. In the case of elec-
trical engineering one institution in any particular town might
have as its lecturer a man engaged in running an electric light-
ing and power or traction system, while another institution
would probably have as its instructor an expert in dynamo ma-
chine design, or they could both be engaged at the same insti-
tution. Students or improvers would thus have an opportunity
of learning something outside of their regular daily work, for
the central station assistant could attend the dynamo design
class, and vice versa.
We have in Britain at the present time a strong movement
in favor of what is called the "sandwich" system of engineer-
ing training, whereby a man goes to college for six months
and to the works for the next six months ; he again returns to
college and then to some other or the same works, and so on,
the complete course extending over four or five years. There
appears to be a consensus of opinion that this is an excellent
method of training, but the difficulty is to get engineering firms
who will be troubled with a batch pf students coming in and
going out of their works every six months. Clearly, if there
is anything in this "sandwich" system, then the combination of
theory and practice by evening classes is all in the right direc-
tion, and instead of the institutions where they are carried on
being starved financially, they ought to be helped with a most
liberal hand. The very fact that, as I said above, they are
largely engaged in training the "non-commissioned" officers of
engineering (the backbone of engineering), calls for liberal
treatment. It will not do to allow educational matters, at any
rate technological education, to be entirely in the hands of the
purely academical man, as I fear is the case in my own coun-
try, and perhaps may be in yours unless the movement is
checked.
With you, the college professor does outside consulting work,
and in this way, to some extent, keeps in touch with practical
work. We have a little of this, but, generally speaking, it is
discouraged, as there is a tendency to disabuse, and the stu-
dent's interests may suffer. It seems to me that the professors
and full-time men should teach principles, and there should be
attached to every institution a certain number of outside men
to give regular courses of lectures and demonstrations on prac-
tical subjects. Given proper encouragement and recognition,
and let me also whisper, "adequate remuneration," there is no
reason why good men should not be attracted and another im-
portant link forged between theory and practice.
It may be said that those engaged in practical work could
not be expected to give data of their every-day problems and
work, but I do not anticipate any difficulty in this. Scientific
men and engineers have no secrets, and, in any case, it is easy
to give useful information without going into personal or com-
mercial details. Consulting engineers travel around the coun-
try to an unusual degree, and are constantly seeing and in-
specting new engineering works. A detailed description of
such makes an interesting break in a course of lectures; at any
rate, I find this so with my own students.
Another useful feature of this employment of outside pro-
fessional men is that they are frequently able to advise the
students on important points affecting their career. On the
question, for example, as to whether it is advisable to move
from one branch of engineering work to another, or to go
abroad, and so on. E. Kilburn Scott.
The Big Four Railroad (steam) has started a rate war
against the encroachments of the Appleyard system of traction
lines in Central Ohio. It is directed particularly at the division
between Dayton, Springfield, Urbana and Bellefontaine. The
steam road recently improved its train service between these
points, giving five trains each way a day, and it has cut its
rates about 50 per cent to meet those of the traction lines.
Street railway men in the vicinity of Worcester, Mass., are
telling an interesting story of an electric car on the Uxbridge
& Blackstone Street Railway being held up by a countless num-
ber of potato bugs (Colorado beetles) crawling over the tracks.
So many bugs were migrating from a potato field near the
roadbed that the crew had to get out and shovel them off the
track. The progress of the car was interrupted for ten
minutes.
October i, 1904.]
STREET RAILWAY JOURNAL.
475
NOTES FROM MONTREAL, CANADA
Many interesting innovations are in vogue upon the lines
and at the shops of the Montreal Street Railway Company,
Montreal, Canada. A general policy of improvement has, dur-
ing the past year, been in force upon its system, much work
of line and track reconstruction having recently been carried
out. Considerable attention has also been given to shop work
by this company, one of the best equipped street railway shops
in Canada having been equipped for the maintenance of its
equipment, which at present embraces over 700 cars.
An interesting departure in line construction work upon the
system is to be noted in the use of old steel girder rails for
poles in span-wire construction in the outlying districts of the
city. Permanent way practice was formerly in this city to use
grooved girder rails, but these are being replaced by 9-in. 90-lb.
T-rails, which have been found more suitable to the pre-
vailing conditions of operation. And in the reconstruction of
the overhead line work, the availability of the discarded rails
for poles was suggested as a result of the desire for very rigid
and permanent construction.
The former girder rails were laid with cast-welded joints,
and in sawing the rails to remove them, the weld sections were
left one upon the end of each 30-ft. rail section. In adapting
the rails for use as poles, these bulky cast-welded joint sections
at the one end proved particularly adaptable and were found
convenient in making foundations, this end being placed about
3 ft. in the ground and surrounded by a binder of concrete.
The holes are often cut in solid rock and, in placing the pole,
were lined with loose pieces of stone, into and around which
the concrete was tamped solid and allowed to set. The result
is that of a very strong construction, the entire contents of the
hole uniting into one solid mass.
The rails are all set with their bases toward the sidewalk,
this arrangement being adopted for the sake of appearances ;
in some sections of the city where the streets are extremely
narrow, the poles are set within the sidewalk, in which case
the head of the rail is brought away from the tracks, while in
the usual construction, where the pole is located between the
sidewalk and the curb, the head of the rail faces toward the
track. The groove in the head of the rail is in all cases filled
in with wooden strips, milled to exactly fit the same, and bolted
therein by stove bolts. Each rail is surmounted by a capping
of more or less ornamental nature, several types of caps having
been tried, although one of rather plain outline has the prefer-
ence. The span wire is carried by an iron-strap connection
near the top of the pole, which surrounds the pole and receives
the eye of the strain insulator.
In the shops at Hochelaga many interesting innovations are
also to be found in the form of improved methods. One of these
is in connection with the compressed air piping for the cleaning
of armatures and other electrical apparatus when sent to the
shop for repairs. This is, of course, in accordance with the
latest practice in electric railway shops, the great and im-
portant possibilities of removing accumulated dirt, grease, etc.,
otherwise inaccessible, being very well known.
The novelty in this connection lies in convenient and handy
system of service piping from which the hose connections are
made. Service delivery pipes from the compressor and storage
tank are carried along the back of each bench in the electrical
repair department and are provided with an outlet in front of
each workman. The hose connections are made through spe-
cial quick-acting couplings which were designed and built at
the shops, and are interesting. They consist of brass sleeves,
one fitting within the other, the male connection on the station-
ary delivery pipe, while the portion on the hose is the female
fitting. In coupling, these are arranged to clamp together by
projecting pins upon the outside of the male portion, fitting
within spiral grooves in the body of the female fitting, by which
they may be brought together as tightly as may be desired, and
very quickly also, the pin and groove method of clamping thus
eliminating the use of screwed connections. A leather washer
prevents leakage.
This arrangement makes the air supply so readily accessible
in all parts of the shop that there can be no possible excuse for
not using it and thus turning out electrical repair work not
thoroughly cleaned. The value of this is particularly noticeable
in the cleaning of stripped armatures, where it is important that
they be perfectly clean before painting, preparatory to winding.
On armatures that are not rewound, but need only slight re-
pairs, wonderful results are found possible in removing accu-
mulated dirt and grease by air pressure.
Another interesting device which originated at the shops is
a jig for use in straightening armature shafts without remov-
ing them from the lathe. It is the practice there to center up
in the lathe every armature that comes to the shop and true off
its commutator ; in doing this any irregularity in alignment of
the armature shaft is readily noticeable, and it is arranged to
true them without the trouble of removing from the lathe.
This is accomplished by a special heating blast torch and
straightening clamp by which the slightest irregularity may be
removed with ease.
The clamp consists of a block which is laid across the lathe
ways to receive the downward pressure of the straightening,
and a special yoke which hooks under the outside edges of the
bed so as to straddle the work. The yoke is provided with a
pressure screw, with swiveling block at its lower end, by which
pressure is applied to the shaft. When this yoke is in position
the heating torch flame is directed toward the bent portion and
the pressure applied as required. A sheet metal enclosure is
in this case used to surround the bent portion of the shaft and
retain the heat of the torch as much as possible, as a result of
which the shaft is always found to heat very quickly, so that
a minimum of heat is transmitted to the core. The bending is
usually done at black heat, raising to red heat being found un-
necessary.
Other innovations are to be found in the use of a convenient
little truck of somewhat different design, from the usual, for
transporting armatures around the shop floor ; this permits the
rule that they shall not be rolled upon the floor to be rigidly
enforced. Another point of interest is the introduction upon
their taping machine, by which armature coils are machine-
taped, of a universal chuck for guiding the coil, and also to
take the pull and thrust of the taping action off of the operator;
this action is found, as elsewhere, to greatly tire the taping
operators, especially in the elbows and forearm. The guiding
chuck has four jaws faced with rubber tips for protection to the
insulation of the wires, and is arranged to quickly adjust auto-
matically to different sizes and odd shapes. It has served to
greatly increase the output of the machine and has effected an
improvement in the quality of the work.
♦ ♦♦
The first electric cars ever built entirely in the city of San
Diego are nearing completion at the car houses of the San
Diego Electric Railway Company, at the font of E Street.
Three of them will soon be ready to take their places on the
various citv lines. General Manager Clayton has had a num-
ber of the old cars rebuilt since he came here, has lengthened
a number of the old Fourth Street electric cars, and remade
several of the old cable cars into the handsome double-enders
now in service on some of the lines. All of the rebuilt cars
have double trucks. Mr. Clayton stated recently that the com-
pany has all the single-truck cars that it would ever have use
for, meaning that as soon as the traffic warranted it large dou-
ble-truck cars will be put into service and the smaller cars re-
served for emergency use. The three new cars will be supplied
with double trucks and double ends, with side seats on the out-
side capable of carrying twenty passengers.
476
STREET RAILWAY JOURNAL. [Vol. XXIV. No. 14.
PENSION SYSTEMS FOR WORKMEN OF GERMANY, WITH
SPECIAL REFERENCE TO RAILWAY EMPLOYEES *
BY H. GORELLA
Secretary of the German Street and Light Railway Accident Insurance Guild
It is undeniable that the earnings of the average working-
man are so small that even a few weeks absence from employ-
ment, caused by sickness or accident, plunges him and those
dependent upon his daily wages into poverty, the result fre-
quently being an intense dissatisfaction with existing social
conditions which renders him an easy prey to dangerous trades
union and political demagogues.
Before 1876, such workmen's funds as existed in Germany
were strictly private enterprises, but on April 7 of that year
the first law was passed providing certain methods of regulating
these funds. On Nov. 17, 1881, the German Emperor recom-
mended the Reichstag to pass further laws giving aid to sick
benefit and accidental funds, as well as providing for disability
and old-age pensions. This was the first attempt to organize a
national pension system, and it was believed that to be suc-
cessful the payment of dues would have to be compulsory for
both employer and employee. The law of June 15, 1883, called
for the compulsory insurance against sickness of all employees
in trade and commerce earning up to 2,000 marks ($500) a
year; that of July 6, 1884, regulated accident insurance; and
the law passed May 28, 1895, broadened the scope of previous
measures to embrace land, river and sea transportation and the
mail, telegraph, railway, marine and military departments.
SICK BENEFIT LEGISLATION
The last measure on this subject went into effect Jan. 1, 1904.
it provides that in case of prolonged illness the beneficiary
shall be entitled to a benefit period of at least twenty-six weeks ;
this embracing free medical service and appliances and benefit
payments equal to one-half of the regular earnings, if the bene-
ficiary is unable to return to work within three days after fall-
ing sick. Such benefit payments may be increased to 75 per
cent of the normal earnings. The death payment varies from
twenty to forty times the average daily wage. Two-thirds of
the dues necessary to make the forthcoming payments are fur-
nished by the workingmen and one-third by their employers.
The total dues usually equal about 4^ per cent of the earnings
of the laborer in the ordinary callings and rarely reach 6 per
cent.
ACCIDENT INSURANCE
The accident insurance law, which has been in force since
June 30, 1900, provides for cases where persons are injured or
killed in the course of their regular occupation through no
fault of their own. Beginning with the fourteenth week after
the accident, the injured person receives in connection with the
sick benefit fund, free medical attention and appliances, and,
during the time of total incapacity for labor, payments equal to
two-thirds of his regular income. The payments for the first
fourteen weeks are made from the sick benefit fund. If the in-
jured person is capable of earning anything at some lighter
work, the benefit payments are reduced in proportion. In ex-
treme cases the payments may equal the ordinary wages of the
person injured. In case of death the heirs receive an amount
equal to one-fifteenth of the annual wages of the deceased, the
minimum being 50 marks ($12.50), and further payments in
the form of installments, which vary in amount from 20 per
cent to 60 per cent of the annual earnings of the deceased. The
cost of the accident insurance must be borne entirely by the
various employers' associations.
DISABILITY INSURANCE
The disability insurance law, which has been in 1 operation
since Jan. 1, 1900, grants pensions to all insured persons who
have reached a certain age or are incapable of continuing their
* Abstract of report presented at the Vienna, 1904, meeting of the Inter-
national Street Railway and Light Railways' Association.
work. Disability pensions are payable to all permanently dis-
abled persons' who have paid dues for 200 weeks ; also to those
temporarily disabled for the period they are unable to do any
work. Old-age pensions are granted when the beneficiary is
seventy years old and has paid dues for 1200 weeks.
Annual
Wages
Weekly Pay-
ments up to
Dec. 31, 1910
Annual Old
Age Pensions
Annual Disability
Pensions
Class I
$87.50
$ -035
$27.50
$40 to $40. 3 0*
Class II
137-50
.05
35-oo
31.50 " 67.50*
Class III
212.50
.06
42.50
33.60 " 83.25*
Class IV
287.50
•075
50.00
33-55 " 97-5o*
Class V
0v.287.50
.09
57-5o
37.50 " 125.00*
Maximum pa'd only after the age of fifty years.
Each old-age pension is made up of an annual contribution
of $12.50 from the State, besides the amount furnished by the
insurance guild. The disability pensions are also made up of
an annual contribution of $12.50 and money furnished by the
insurance guild. No payments are made to the injured person
from either the accident or invalid fund during such time as
he may be in jail or live abroad.
Payments for this class of insurance are shared equally by
employer and employee.
RESULTS OF THE THREE INSURANCE METHODS
At present 10,500,000 people in Germany are insured against
sickness, 19,100,000 against accident, and 14,000,000 against
old age and permanent disability. Between 1885 and 1903,
$558,250,000 was disbursed for sick benefits, $232,750,000 for
accident payments, and $213,500,000 for old age and disability
insurance. In this period the working classes received $375,-
000,000 more than they paid in. The daily cost of all three
classes of insurance is now $312,500, and the value of the prop-
erty owned by the insurance guilds, $375,000,000.
No one who has examined the workings of the system can
doubt that its introduction has been of great benefit to the
working classes as well as to the country in general. Formerly
the sick workingman could not afford to pay for proper med-
ical treatment, and long illness resulted frequently in his
pauperization and consequent loss of citizenship. Now his in-
surance guild secures for him the best medical attendance,
offers him a hospital built for his special use, and by paying
benefit fees to his family relieves him of all financial worry.
The fact that he will not become a public charge in old age
also does much to raise his moral tone, especially as all these
advantages are largely due to his own efforts and do not bear
the stigma of charity. A further good result of the system is
the construction of cheap sanitary dwellings for working peo-
ple, the insurance guilds alone having invested over $100,-
000,000 for that purpose.
CLASSIFICATION OF THE INSURANCE
Some kinds of labor are, of course, more dangerous than
others, and legislators have endeavored accordingly to group the
various funds so that each trade would carry its proper burden.
This has been accomplished quite fully in sick benefit and acci-
dent insurance, but no attempt has been made along such lines
in old-age insurance. In small communities the sick benefit
guilds comprise numerous callings, but in the large cities there
are separate societies for each trade. These latter form part
of organizations known as Berufsgenossenschaften (In-
surance Guilds), which are combinations of allied trades ex-
tending throughout the Empire. Disability and old-age insur-
ance is grouped according to districts. The direct management
of all funds is in the hands of voluntary officers elected by the
employers and workingmen.
SUPERVISION
The supervision of sick benefit funds lies with the local au-
thorities and not with the State. Accident and old-age funds,
however, are supervised by the State Insurance Bureau, which
October i, 1904.]
STREET RAILWAY JOURNAL.
477
has its headquarters in Berlin. The common courts suffice to
decide all disputes in sick benefit cases, but for accident and
invalid funds there are boards of arbitration, consisting of two
employers, two workingmen and a chairman appointed by the
State. The State Insurance Bureau is the court of last resort.
Whenever possible the decisions are in favor of the injured,
as every effort is made to encourage the working classes to
take advantage of the system.
STREET RAILWAY INSURANCE SICK BENEFITS
All railway employees earning less than 2,000 marks ($500)
a year are compelled to join the communal or local trade in-
surance guild, unless they are already insured in some other
organization operated in compliance with the law. However,
a workingman may join a second guild if he so desires; nor is
there anything to prevent employees who earn more than 2,000
marks ($500) a year from insuring against sickness. In cases
of this kind the employer is not obliged to pay any part of
the dues.
As the law requires in most cases that only employers having
fifty or more men must establish a sick benefit fund, the larger
railway companies alone possess such funds. The employer
can be compelled, however, to establish a fund if the local
authorities convince the supervising officials that one is neces-
sary. The railway companies must pay one-third of the dues.
If there is not enough money in the treasury to pay sick benefit
costs after the employees are paying 4 per cent of their average
earnings, the deficit must be covered by the employer.
The founding of an individual sick benefit fund is considered
advantageous to the employer, as it gives him more influence
in the management of the fund than would be the case where
the latter is in the hands of the local authorities. As a general
thing, such private undertakings are of more benefit to the
worker, as they pay higher amounts and, when necessary, for a
longer period than the twenty-six weeks required by law. The
funds are managed by committees, in which the employees have
two representatives to the employer's one.
ACCIDENT INSURANCE
In accordance with the law of June 30, 1900, all railway em-
ployees (including mechanics) earning less than 3,000 marks
($750) a year are subject to accident insurance, which covers
work in the shops as well as on the lines. The carrier of street
and light railway accident insurance is a kind of co-operative
organization, founded Oct. 1, 1885, known as the Strassen-und-
Kleinbahn Berufsgenossenschaft (Street and Light Railway
Accident Insurance Guild), with headquarters in Berlin. One
of the by-laws of this organization permits the insurance of
operating employees earning up to 5,000 marks ($1,250) per
annum, and the voluntary insurance of other employees. All
expenses for the insurance required by law are borne by the
companies.
DISABILITY INSURANCE
All employees over sixteen years old and earning less than
2,000 marks ($500) a year are subject to disability insurance.
As previously stated, money for this purpose goes into general
funds, over which the railway companies have little control.
The cost of this insurance is equally divided between the com-
pany and its employees. The former receives coupons upon
making payments, and these in turn are given to the employees
every pay day as receipts to be pasted in a special book issued
for that purpose.
The figures for 1903 of the Strassen-und-Kleinbahn Berufs-
genossenschaft show that the average wages of the employees
of the railways forming the association were $300 a year, and
that the employers' annual contribution per worker was about
3.3 per cent of that amount. The railway companies are not
permitted, of course, to take this money from the wages of their
employees, and that they do not do so is shown by the fact that
since 1890 the average annual wages have increased from $200
to $300.
ORGANIZATION AND METHODS OF THE STRASSEN-UND-KLEIN-
BAHN BERUFSGENOSSENSCHAFT
This society, when founded in 1886, numbered only sixty-nine
street railways, employing 18,500 persons, and paying total
wages of about $2,225,000. It now numbers 380 railways, in-
suring 69,318 employees, who earn annually about $15,000,000.
Up to Dec. 31, 1903, the society had paid out $7,750,000 to sat-
isfy accident claims, paying on an average $56 to each claimant.
The affairs of the society are managed by a committee of nine,
who are elected by delegates from the companies, and serve
without pay, but are granted traveling expenses. All members
are allowed one vote for every $5,000 up to $50,000 paid in
wages annually, and an additional vote for every $25,000 above
the last-named amount.
As some lines are operated by electricity or steam and others
by animal traction, the liability of accident varies with the con-
ditions, and the rules of the association therefore call for a re-
adjustment in rates every five years. If a member is dissatis-
fied with the new rate a protest must be filed with the committee
within fourteen days. If the claim is not granted the case may
be appealed to the State Insurance Bureau for final adjudi-
cation.
The State Insurance Bureau has caused a number of regula-
tions to be passed designed to prevent accidents, and the asso-
ciation acts as a sort of guardian over its members to see that
such regulations are obeyed. If an offending company does
not comply with the orders of the government inspector or the
association, it is given a rating of greater hazard and its acci-
dent dues increased in proportion. If it is already in the most
hazardous class, its dues may be increased up to 100 per cent.
Employees who fail to comply with the regulations may be
fined up to $1.50 upon notice of the association to the em-
ployee's sick benefit organization.
All fatal accidents and those requiring more than three days'
absence from work must be reported to the association and the
local police. The latter make a detailed investigation and send
a copy of their report to the association, which appoints a com-
mittee of three to decide what assistance is necessary after the
fourteen weeks' period, during which the injured person is
cared for by the sick and death benefit fund. The association,
however, may take complete charge of the patient at once if
deemed advisable, and the sick benefit fund gives the payments
due the injured man to the association, which in turn makes to
the patient's family whatever payments are required by law.
These payments vary according to the patient's condition, of
which the association is kept informed by the local authorities.
Should the injured person be dissatisfied with the amounts al-
lowed, an appeal may be taken before a board of arbitration,
and finally before the State Insurance Bureau. That the de-
cisions of the association are made in all fairness is shown by
the fact that not more than 10 per cent of its rulings are
reversed.
During the last five years the expenses of the association
were as given in the following table :
Year
Total
Expenses
Percentage Cost for Each Form of Outlay
Accidents
Accident
Investi-
gations
Arbitration
Accident
Prevention
Manage-
ment
Reserve
Fund
1899
#74,574
83-4
3-3
i-7
I.
IO-6
1900
88,594
83-
3-5
2.2
.6
IO.7
1901
122,800
81.4
2.8
1.7
•4
9.2
4-4
1902
146,01 1
83.7
3-i
1-4
.1
9-
8.
3-6
I903
164,812
80.7
3-
i-5
.1
6.7
The annual premiums for every $1,000 insurance were as
follows: 1899, $7.22; 1900, $7.31; 1901, $8.93; 1902, $10.89;
1903, 10.95. The cost per person insured was almost $2.50 in
1903, but the regulations provide that no increases are to be
478
Street railway Journal.
[Vol. XXIV. No. 14.
made in this per capita tax after it reaches $4.50, the intention
being to call upon the reserve fund if necessary to cover any
deficit. Upon reaching this maximum, the total sick and acci-
dent cost to the members of the association would equal about
3.5 per cent of the wages paid to their employees.
The scope of the association was enlarged by the law of June
30, 1900, granting it the right to insure railway officials against
criminal prosecutions and to pay pensions to those dependent
upon them. While this insurance is purely voluntary, many
railway officials are ready to take advantage of it, as insuring
in the association is expected to prove cheaper than in the
private companies, and larger pensions can be paid than are
provided by the workingmen's pension laws. The association
is now preparing estimates for this class of insurance.
THE PRESENT STATUS OF WORKMEN'S INSURANCE IN OTHER
EUROPEAN COUNTRIES
The insurance laws passed in Germany during recent years
have not failed to attract the attention of neighboring coun-
tries, and an international workingmen's insurance congress
was organized for the purpose of introducing similar laws
throughout Europe. The last session of this congress was held
in 1902, at Diisseldorf. The reports and proceedings of that
meeting show plainly that Germany is very far ahead of other
countries in the development of pension systems for the work-
ing classes. Where such systems have been introduced, par-
ticularly where the organizations are voluntary, the benefits
have been far less than is granted by the compulsory insurance
in Germany. In other countries there is much protest against
compulsory insurance, but it is a fact that in Germany, where
the good consequences of such laws are being experienced, very
little is heard to-day about compulsion or criticism of the gov-
ernment for interfering in matters of this nature. On the con-
trary, the results have been so good that the system is being
broadened from year to year, and bids fair to meet with con-
stantly increasing success.
In conclusion, Mr. Gorella presented statistics on the status
of different classes of insurance in Continental countries.
■ ♦♦♦
TWO OTHER PAPERS AT THE VIENNA CONVENTION
Among the other papers presented a few weeks ago at the
Vienna meeting of the International Tramways and Light Rail-
way Association was one by Mr. Bjorkegren, of the Grosse
Berliner Strassenbahn, on measures for neutralizing the in-
fluence of stray railway currents on electrical instruments, and
another by R. H. Scotter, of London, on street and light rail-
way law in different countries.
Mr. Bjorkegren divided the disturbances by railway currents
into two classes — those caused by the inductance of transmis-
sion lines and leakage of motor fields, the effects of which may
be considered negligible beyond a few hundred feet, and the
far more serious variations in the earth's magnetic field due to
return circuits. Included under the last cause are the currents
set up between adjacent railway lines supplied from the same
power station owing to difference of potential in the return
circuits. Mr. Bjorkegren then described a number of instru-
ments devised to reduce the variations caused by such stray
currents, and also described the changes his company had made
in the construction of several lines to avoid influencing the pre-
cision instruments in nearby physical laboratories.
Mr. Scotter's paper presented some interesting points for
discussion. Attention is called to the public's desire for high
speed in city transit, this often resulting in the extensive build-
ing of elevated and subway lines, for which franchises are
readily granted by the municipal authorities without pausing
to consider how ruinous the new lines may prove to the longer
established surface railway. The members of the association
should make it their duty to collect all available data on this
subject for the education of franchise-giving bodies, so that
street railways will run less risk of losing business they are
entitled to handle. The question of municipal operation is also
worthy of careful consideration. Mr. Scotter said that not all
of the municipal lines in England had proved successful. Many
of the municipalities are heavily in debt, and the frequent
political changes make responsible and economical manage-
ment impossible. Another unpleasant feature is the unwilling-
ness of municipalities to grant running rights to adjoining
railways. On the subject of freight handling, Mr. Scotter said
that such traffic was permitted on street railways only by spe-
cial permission of Parliament. Light railways may carry
freight, but very few running on public roads have found
any advantage in doing so. Mr. Scotter thinks that freight
transportation should be taken up wherever possible, basing
his belief on the experience of companies who have given par-
ticular attention to the development of this business.
POWER USED BY BRAKES
The amount of power required by air brakes in every-day ser-
vice has been investigated but little. The power required is
small, to be sure, as compared with the total power required by
a car. Nevertheless, it is interesting to know the value of
these small items. Through the courtesy of James D. Tanner,
of the Tanner Electric Brake Company, of Cleveland, it is
passible to give here the results of some tests on power re-
quired for operating brakes on cars in commercial service.
These tests were made by H. M. Wheeler, instructor in Lewis
Institute, Chicago, formerly in charge of tests in the engineer-
ing department of the Chicago Union Traction Company.
These tests were made with the object of determining the
energy consumption of an independent air-brake compressor
in ordinary service, and from this to learn how much saving
in electrical energy could be gained by the use of a new type
of electric brake which was being developed by Mr. Tanner.
Leaving aside any question of possible economies that might
be brought about by a radically new type of brake, these tests
are of value to the electric railway engineer as regards the air
brake, because they afford definite information on a subject
regarding which there is little or no published data. The car
upon which the air-brake tests were made was a double-truck
city car, equipped with four G. E.-70 motors, and weighing,
approximately, 25 tons. The air brakes were supplied with the
latest type of Christensen motor-driven compressor. To meas-
ure the amount of electrical energy supplied to the compressor
motor an ammeter and voltmeter were connected in the motor
circuit. The time the motor operated in seconds was measured
by a stop watch. The summary of the two tests is as follows :
Round trip, miles
Running time, minutes
Number of stops
Stops per mile
Total time pumping
Per cent of time pumping
Total kw-hours at car
Total kw-hours at power-house
Number of times pump operated
Average voltage at car
Average voltage at power station
Kilowatts at car during pumping
Kilowatts at power-house during pumping
Average kw-hours at car for each pumping
Aver, kw-hours for each pumping at power-house
Average amperes during pumping
Average time for each pumping, seconds
Kw-hours per car mile for braking
Kw-hours per car hour for braking
Test No. 1
Test No. 2
11.88
11.88
92
85
130
107
11
9,
18' 22"
26'] 30"
20
31
•5293
•7584
.6229
•9034
27
33
467
461
55o
55o
i-73
1.72
2.03
2.05
.0196
.023
.0231
.0274
3-70
3.70
41
48
•0525
.076
.406
•637
The automatic governors started to pump at 45 lbs. gage
pressure and cut out at 60 lbs.
October i, 1904.]
STREET RAILWAY JOURNAL.
4?9
A glance over the test sheet, which it is not necessary to re-
produce here in full, shows that the pump operated from a
maximum of fifty-seven seconds to a minimum of thirty sec-
onds each time, the average being forty-one, as given in the
summary. The number of stops to each time of pumping was
from ten to three ; in the majority of cases it ran four, five
and six stops. The car was comparatively new in service,
having been in operation twenty-four days. From the number
of stops per mile it will be seen the test was made in city ser-
vice on crowded streets. Figuring it on a basis of kw-hours
per stop, test No. 1 required .0478 kw-hours, and test No. 2,
0084 kw-hours per stop.
A test of a double-truck 22}4-ton car in suburban service,
with two-motor equipment and the new type of electric brake
NEW FORM OF SPRAGUE-GENERAL ELECTRIC AUTOMATIC
RELAY TRAIN CONTROL FOR BOSTON
ELEVATED RAILWAY
The form of train control recently installed on twenty-four
new cars of the Boston Elevated Railway embodies some novel
and interesting features.
This control employs magnetic switches or contactors of
the standard General Electric type, controlled from the master
controller, but are also governed automatically by a current
relay or "throttle" connected in the motor circuit so that the
accelerating current of the motors is substantially constant.
This is accomplished by having small auxiliary interlocking
contacts on certain of the contactors (see Figs. 4 and 5), so
■Ser/es/sfr Po/nt
fa//Ser/es3
Paro//e/ /st.Po/ntsf
Para//e/ Vs£ Po/nt 8
-^-Q-W — op-op-op 1£
fu//Paro//e/
S4-
FIG. 1.— CIRCUIT COMBI-
NATIONS OF MOTORS
FIGS. 2 AND 3.— CONTACTOR UNITS WITH INTERLOCKING CONTACTS
Auxi/iary
Contact's
lOperot/ng
C01I-
From Mo2 W/re
Master Contro//er
Tnrott/e /Te/ay
/
From Motor
_ Accelera t ingr tvfre No I
From Master Contro//e'
Tnird /9o// Shoes
FIG. 4. — WIRING DIAGRAM, SHOWING CONTACTS AND RELAYS
referred to, was made about the same time. The brake was
of a type taking electrical energy from the storage battery of
the car, which was charged from the trolley. With this brake
kw-hours per stop were .0009 under extreme conditions.
♦♦♦
A. L. Neereamer, traffic manager of the Columbus, Delaware
& Marion Electric Railroad Company, of Columbus, is respon-
sible for a very handsome little book entitled "Through the
Heart of Ohio." The book contains a description of the con-
struction work on this line, also numerous illustrations of im-
portant points of interest, including views in the several at-
tractive summer resorts which are touched by the system. The
road is now in full operation between Columbus and Marion,
and occupies a strong position in the very center of the great
system of Ohio interurban roads, providing the logical entrance
to Columbus for lines building to both Cleveland and Toledo.
The system was thoroughly described in a recent issue of the
Street Railway Journal.
The executive committee of the Ohio Interurban Railway
Association was entertained a few evenings ago at the Dayton
Country Club, West Milton, by Edward Spring, superintend-
ent of the Dayton, Covington & Piqua Traction Company.
arranged and connected that the contactors will be always
energized in a definite succession. Starting with the motors
in series with all resistance in circuit, the resistance is cut out
step by step, then the motors are connected in parallel with all
resistance in, and the resistance again cut out step by step.
This succession is always followed whether the master con-
troller is turned on slowly or thrown directly to the full "on"
position. The progression, however, never goes beyond the
point indicated by the position of the master controller handle,
and its rate is absolutely governed by the throttle relay (Fig.
7, upper part), so that the advance is not made faster than
will keep the current in the motors within the prescribed limit.
One of these throttle relays is provided with each car equip-
ment, so that while the contactors on all cars of a train are
controlled from the master controller at the head of the train
as to the application and removal of power, the rate of pro-
gression through the successive steps is limited by the relays
on each car independently, according to the adjustment and
current requirements of that particular car.
A particularly noteworthy feature of the control is the
method of accomplishing the series-parallel connection of the
motors. This is by the so-called "Bridge" method of connec-
tions, which are arranged so that the circuit through the mo-
48o
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
tors is not opened during the transition from series to parallel,
and so that the full torque of both motors is preserved at all
times from the series to the full parallel connection. The re-*
suit is a perfectly smooth acceleration and absence of the jerk
noticeable in ordinary series-parallel controls when passing
from series to parallel, especially with as large motors as are
used on modern elevated cars.
The circuit combinations of the motors are shown in Fig. 1.
The connections are the same as usual, with separate resist-
ances for each motor, up to the position "Full Series A." The
next combination places a bridge connection between the mo-
tors, inside of the resistances, and opens the shunts around the
resistances, as in "Full Series B." The next step ("Parallel
1st Point A") makes a ground connection on No. 1 motor and
trolley connection on No. 2 motor resistances, which places
each motor across line potential with resistance in each circuit,
giving parallel connection — the bridge connection becoming
There are five circuits leading from the master controller
and five corresponding train' wires for this control proper.
There is also a sixth circuit in the train line which is used for
an emergency cut-off (Fig. 7, lower part), to be described
later. The five circuits comprise one for forward direction,
one for reverse, one each for series and parallel, and the fifth
for controlling the acceleration.
When the master controller is moved to its first position (say
forward), the forward direction wire is energized, which
throws the reverser to its forward position, and when so thrown
energizes contactors in the main or trolley leads to the motors.
At the same time the series contactor is energized and the cir-
cuit through the motors is completed in series, with all resist-
ance in circuit, giving a slow speed forward. In this position
no further action is produced. When the master controller is
moved to its second position, a circuit is completed through
the accelerating wire (No. 1), see Figs. 4 and 5, in addition
C-Z6 Controller
rpriA/ord Reverse
C-Z6 Controller
For w&rd fte^erse
,%
FIG. 5:— WIRING
DIAGRAM OF COMPLETE CAR CONNECTIONS, SHOWING IN DETAIL THE METHOD OF PRODUCING THE
AUTOMATIC ACTION OF THE CONTACTORS
an equalizer between points of substantially equal potential.
This bridge connection is then opened ("Parallel 1st Point
B") and resistance cut out as usual ("Full Pa-rallel").
The wiring diagram, Fig. 5, gives the complete car connec-
tions, showing in detail the method of producing the auto-
matic action of the contactors.
The master controller, Fig. 6, consists of a single cylinder
with handle directly connected thereto. The handle is moved
in one direction to give forward movement of the car, and has
four positions in this direction, corresponding to: (1), switch-
ing position in series, giving a slow movement; (2), accel-
erating position series; (3), lap position in parallel; and (4),
accelerating position parallel. There are but two positions in
the reverse direction corresponding to the two first mentioned
for forward. The handle is returned to the central or "off"
position by a spring so that the power is cut off whenever the
motorman releases the handle.
to the above circuits, which energizes the contactor shunting
the first resistance step, the current also passing through the
fine wire coil and the contacts of the throttle relay. The plunger
of this relay has a lost motion, so that an appreciable time
is required to move it, and this time is adjusted to be the same
as that required by the contactor in closing its contact. These
two devices thus operate simultaneously. The contactor, being
lifted, shifts its operating coil, by means of the auxiliary con-
tacts carried on its stem, into the circuit through the series
contactor above mentioned, which maintains it in the closed
position independent of the circuit that has lifted it. At the
same time the throttle relay has opened the lifting or accel-
erating circuit. The shunting of the resistance step by the
contactor causes an increased current to flow through the
motor circuit and through the heavy coil of the throttle relay,
which is sufficient to hold the relay plunger in its raised posi-
tion, and so keeps the accelerating circuit open until the motors
October i, 1904.]
STREET RAILWAY JOURNAL.
by speeding up cause the current to diminish enough to allow
the relay plunger to drop. Circuit is then established through
the contactors shunting the second resistance step (the first
contactor having shifted this circuit also), and these contac-
tors are energized and the relay again lifted and held up by the
increased current, and so on until all the resistance is cut out.
When the master controller is moved to the third position,
the parallel circuit is established, and the bridge contactor and
then the parallel contactors closed and the motors connected
in the multiple arrangement. When the master controller is
moved to its fourth or "full-on" position, the resistance is cut
FIG. 6— MASTER CONTROLLER SWITCHES
out step by step as in series. These same successive actions
are produced if the master controller is thrown to the full-on
position directly, as the interlocking contacts prevent an ad-
vance circuit being established before the proper preliminary
action has taken place.
If at any point during the acceleration, the master controller
is moved to its "lap" position, the existing positions of the
contactors are maintained, but the further progression is ar-
rested so that the motorman can limit the acceleration to as
slow a rate as desired, but he cannot exceed the predetermined
rate for which the relay is adjusted.
The sixth wire in the train line above referred to, providing
an emergency cut-off, is connected to a switch in the motor-
man's cab and to trip magnets on the t«p of the cut-out switches
(Fig. 7, lower part) provided on each car of the train. All of
the control circuits for each car pass through its individual
cut-out switch, and when the motorman operates the emer-
gency switch in his cab all of the cut-out switches on the train
are opened, thus cutting off power on all of the cars.
A further automatic protection is provided by the cut-off
relay shown in Figs. 2 and 6. This relay has its coil connected
to the lead from the collecting shoes of the respective car, and
its contacts are so connected in the contactor circuits that in
case of failure of power to the car, such as would be caused
by passing over a dead section of rail, this relay is de-ener-
gized and causes the control circuits on that car to be thrown
back to series position with resistance in, and when power is
restored the control progresses automatically step by step to
its former advanced position. This prevents any surging or
overloading on such occasions.
The master controller, illustrated in Fig. 6, is of small dimen-
sions and occupies but very little space in the cab. One of the
contactor units with interlocking contacts is shown in Figs. 2
and 3. The cars weigh approximately 35 tons each and are
equipped with two GE 68 motors geared to a maximum speed
of about 40 miles per hour. The acceleration is adjusted to
approximately miles per hour per second.
RAILWAY GUIDE BOOK AND PASSENGER REGULATIONS
IN SYDNEY, AUSTRALIA
It is unfortunate that so many urban and interurban railway
companies fail to realize how much additional traffic could be
gained both from the local public and strangers by distributing
a booklet giving the intending traveler a clear idea of the dif-
ferent routes and connections of the system, the headway on
each route at various parts of the day, and the time and cost
required to reach a given point.
An excellent example of such a booklet is the publication
issued monthly by the New South Wales Government Tram-
ways, of Sydney, Australia. Here the tramways cater for a
population of about 500,000, carrying last year over 137,000,000
passengers. The time table is sought for principally by visitors
to the city ; regular travelers being familiar with them do not
look for them to the same extent. In this book, 96 pages, 2-)4
ins. x 4 ins., particulars are given of all the tramway services,
and, where necessary, the steamer or train connections. In
addition, there is included a small map, showing the railway
system, with the names of the important places. Cars run
strictly in accordance with the schedule, and when alterations
are made on holidays or other special occasions, brief particu-
lars are adyertised of the changes in service. At a number of
places throughout the system larger maps, 3 ft. 3 ins. x 2 ft.
6 ins., are exhibited, together with sheet time tables in bold
type.
Some of the tramway by-laws given in this booklet should
make interesting reading for strenuous advocates of govern-
ment ownership. The Sydney system is owned by the govern-
ment of New South Wales, and is controlled by a Railroad
Commission, which has authorized the enforcement of some
strict by-laws, a few of which are quoted herewith :
Smoking is strictly prohibited in or upon any carriage, or plat-
form thereof, not set apart for the purpose ; and any person who
persists in smoking after being requested by a passenger or warned
by any officer employed on the tramway to desist, shall be liable
to a penalty not exceeding £2, and may be removed from the car-
riage by any such officer.
Any person, unless authorized by the Commissioners, who shall
post or stick any placard or bill within or on any of the tramway
property or premises, shall be liable to a penalty not exceeding £2.
Any person who shall assault or wilfully impede any officer or
servant of the Commissioners in the execution of his duty, shall be
liable to a fine not exceeding £5-
No person except a passenger or intending passenger shall be
allowed to enter or mount upon any carriage ; and any person
holding or hanging by any part of a carriage, or getting into or
upon or quitting any carriage while in motion, or attempting to do
so, shall be liable to a penalty not exceeding £2.
Any person who shall prevent a passenger from getting in or out
of any carriage, except when in motion, or obstruct any passenger
in such ingress or egress, shall be liable to a penalty not exceeding
£5.
Any person entering a tram car after being informed by the
conductor that the same is full, or having entered, refusing to leave
at the request of the conductor, may be removed from such tram
car by any employee of the Commissioners, and will be liable to a
penalty not exceeding £2.
Any passenger who shall remain upon the front platform of any
electric motor car after having been requested to leave the same by
the driver, conductor or other authorized officer of the Commission-
ers, shall lie liable to a penalty not exceeding £2.
Any passenger who shall place his or her foot or feet upon any
seat or part of a seat in any railway or tramway carriage, shall
be liable to a penalty not exceeding £2.
Several pages are devoted to rates of fare for adults, chil-
dren, school pupils between twelve and eighteen years of age,
technical college and university students, workmen's and mili-
tary fares, owl cars, special excursions and the like.
482
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
WOOD-WORKING TOOLS FOR STREET RAILWAY REPAIR
SHOPS
With the growing importance of the repair shop for street
railways, the selection of machine and wood-working tools has
become one of more than ordinary importance. Not only is it
found necessary to maintain carefully equipped shops, but the
exigencies of modern repair-shop conditions also demand re-
sults far beyond the standards provided in the older types of
tools. In this direction a representative of this paper, during
a recent visit to the shops of the S. A. Woods Machine Com-
pany, Boston, Mass., was impressed with the high standard of
excellence attained by that company in the manufacture of
wood-working machinery. Various classes of wood tools,
especially adapted to street railway work and car-body repairs,
as well as for the production of stock for various other uses,
were examined, and the development of labor-saving equipment
was everywhere apparent.
Lack of space forbids the mention in detail of each machine
shown, but particularly prominent were the Woods drop-table
variety moulder and No. 302 vertical hollow-chisel mortiser.
The former is a characteristic machine for the production of
irregular moldings and variety woodworking. The table is in
two sections, the front section lowering 73/2 ins. below the back
or fixed table, permitting stock of greater curve or sweep to
be worked than it would be possible to handle otherwise and
retaining the cutters close to the boxes, thus eliminating vibra-
tion and insuring superior results.
The latter is probably one of the best known of the com-
pany's new hollow-chisel mortisers, of which several types are
built for varying classes of work. This machine is successfully
cutting square mortises as small as % m-> a new departure in
machine work, but one of great importance. The lack of suc-
cess in this direction with earlier machines has been a serious
limitation, since sash and similar work requiring J^-in. cuts
have necessarily been worked on a lighter machine than that
suited to the heavier mortising of the sills or general car-body
work. This is in marked contrast to the mortiser referred to,
which, by its special design and construction, is adapted to
small work, with provision to handle the heavy material. It
uses chisels up to il/2 in. square without the least inconvenience
or effort, owing to the transverse travel or movement of the
chisel carriage across the timber or sill, while the latter re-
mains in position.
In addition to its stability, in which respect this machine re-
sembles a metal-working tool, it has the same provisions for
taking up of wear, etc., as are to be found in the latest types of
iron-working tools. This is a very commendable innovation
for machinery of this class, as recent conditions of rapid pro-
duction have brought upon the wood-working tool often more
severe conditions of operation than are elsewhere experienced,
even upon iron-working tools using the high-speed tool steels.
It is a well-known fact that a wood-working tool, with the
blades or knives slightly dulled, will require many times more
power to operate than when the knives are sharp, while the use
of green or knotty timber produces even greater strains upon
the mechanism, which must manifestly be taken care of, if
satisfactory operation is to be expected.
In the minor features of the machine, the arrangements pro-
vide for easy adjustments, attract attention. It is probable
that no tools are more adequately provided in this respect ;
reduction of time of handling is thereby reduced to a minimum,
an important factor in this work. The wide range of adjust-
ments also makes possible the cutting of gains and end tenons
upon car sills and other heavy timber work that would be very
difficult otherwise.
The Woods fast-feed planers and matchers, timber sizers
and straight molding machines are also favorably known in
many of the latest equipped shops.
The finish given to all of these tools is worthy of remark ;
all castings are carefully rubbed down and done in an egg-
shell finish, which produces a most attractive result and also
greatly facilitates the keeping clean of the various parts.
— ♦♦♦ s
THE CIRCLE SWING AND AIR SHIP
A popular novelty in the line of amusement apparatus is the
circle swing and air-ship shown in the accompanying illustra-
tion. This device, which is made by the Traver Circle Swing
Company, of New York, was first operated during the summer
of 1903 in Electric Park, Kansas City, Mo., where it met with
immediate success. At present there are installations in ser-
vice in Revinia Park, controlled by the Chicago & Milwaukee
Electric Railway Company ; Elitch Gardens, Denver, Col. ; Salt
Palace, Salt Lake City ; the Chutes, Los Angeles, Cal. ; Luna
Park, Coney Island, N. Y. ; Coney Island, Cincinnati, and many
other places.
One of the most attractive features of the ride in the circle
THE CIRCLE SWING AT SALT LAKE CITY
swing is the ease with which the cars move, there being abso-
lutely no noise or vibration. Another feature is the pleasing,
cooling effect produced by the rapid flight through the summer
air. The passengers are seated in narrow, pointed cars, which
are lifted slowly and gracefully into the circle. Gradually,
however, the machine moves faster, the cars gain momentum
and the passengers are rapidly swung forward. When the cars
have been lifted to their utmost height and the limit of speed
attained, the power is slowly reduced and the speed lessened to
permit the cars to return gently to the ground.
All parts of the circle swing, including the tower, shaft,
trusses and cables, are made of steel. All exposed parts are
galvanized to prevent rust. The car seats are made of rattan,
stiffened with iron and upholstered in fine red leather. The
machine is built with a factor of safety of twenty to one, and
speed regulation is secured by an electric controller, which
gives absolute control under all conditions. The cars are
swung by j^-in. steel cables capable of holding 16 tons in each
car, and are loaded from a circular platform built of concrete.
Everv circle swing is designed, built and erected under the
supervision of the company's engineers, complete for operation.
October i, 1904.]
STREET RAILWAY JOURNAL.
483
FUSE EXHIBIT OF THE H. W. JOHNS-MANVILLE COMPANY
AT THE LOUISIANA PURCHASE EXPOSITION
An inspection of the exhibition of Sachs "Noark" enclosed
fuses and fuse devices, made by the H. W. Johns-Manville
Company, in the Electrical Building at St. Louis Exposition,
impresses the observer at once that the enclosed fuse, as an
electrical accessory, has obtained a permanent position in the
electrical field.
While the exhibit is not large, it is thoroughly representa-
tive, and shows to excellent advantage the various enclosed
fuse devices of different types and styles manufactured by this
company. It is mounted on a large display board, rising from
the center of a handsome oak table. Over all is suspended an
enormous enclosed fuse, duplicating the actual device in every
particular, and attracts the eye of even the casual visitor, as it
can be seen long before the exhibit is reached. Mounted on
terrific explosion, while the enclosed fuse — in that quiet man-
ner which has won for it the approval of discerning engineers
— opens the circuit, so that unless one looked at the indicator,
with which all Sachs "Noark" fuses are equipped, it would be
impossible to know whether the fuse had blown or not.
The exhibit certainly stands with the very best of the ex-
hibits of electrical accessories at the Fair, and is unquestion-
ably worthy of close inspection. Much credit for the attractive
appearance of this display is due to the efforts of G. D. Pogue,
of the electrical department of the St. Louis branch of the
H. W. Johns-Manville Company, who has full charge of the
exhibit.
ELECTRIC-HYDRAULIC BLOCK-SIGNAL FOR ELECTRIC
RAILWAYS
FUSE EXHIBIT AT THE LOUISIANA PURCHASE EXPOSITION
both sides of the display board are the different styles of fuse
blocks equipped with their respective fuses ; one side of the
board being covered with 220-volt devices, while the other pre-
sents the higher potential appliances. The display of blocks
and fuses is very comprehensive, including every standard
block and fuse manufactured by the company.
Placed upon th,e table on each side of the display board and
also on the floor underneath the table, is a complete line of fuse
and service boxes, with the now well-known lobster-claw fuse-
clamping arrangement; and also a line of car equipment fuse
boxes, subway boxes, etc. A feature which is by no means
the least attractive, both to the layman and others, is the actual
demonstration which is given from time to time of the opera-
tion of open and enclosed fuses. The exhibit includes a testing
box containing an open fuse block and a Sachs "Noark" en-
closed fuse block. The open fuse is first blown with the usual
S. H. Harrington, of New York, has recently brought out a
block-signal system for electric railways, the operation
of which is based upon the combined use of electric and
hydraulic power, the latter being employed for storing
any desired number of signal movements to insure oper-
ation even if the electric current is cut off. The pump
of the hydraulic accumulator is situated in the base of
the signal post, and its plunger is connected with a
small motor supplied by the line current. Should the
signal ever become inoperative, the blade is automati-
cally pulled to an angle of 30 degs. and a green light
displayed. This is a cautionary signal, and allows the
car to proceed under reduced speed to the next signal.
The means for setting and clearing this signal when
a car enters or leaves a block consist of a short rail
similar to a guard-rail placed at a suitable distance in
front of the signal, which is normally set at danger.
This short rail is movable on a pivot, and when a car-
wheel flange passes between it and the traffic rail the
circuit is closed, thereby energizing the magnets of an
electrically operated double valve. This operation lifts
the valve and admits fluid from the accumulator to the
plunger chamber, causing the plunger to operate and
set the signal to 60 degs., indicating safety.
After the car has passed the block and entered the
protected section, the valve is released and the signal
consequently returns to danger position and is locked
until the car has passed out of the protected section. At
the end of the section is located a second pivoted-rail
arrangement, so that the passing of the car flange be-
tween it and the traffic rail releases the electrical locking
device, which permits the next car arriving in front of
the signal to restore it to safety on entering the block.
The blade of the signal contains five incandescent
lamps, which show white lights when the signal-arm is
at an angle of 60 degs., or safety, and red lights when
the blade is horizontal, or at danger. As an additional
source of light and as a precaution in the event of the ex-
tinguishing of the blade lights, the signal contains an oil lamp
which is capable of burning seven consecutive days without re-
filling. All the operating mechanism is contained inside the
post, thus reducing the chances of the signal becoming inopera-
tive. It is also sealed to prevent tampering.
The St. Louis & Suburban Railway has submitted a report
of its business for the quarter ending June 30, which shows
good increases on account of the World's Fair. Passengers
for the quarter numbered 5,889,746, against 4,451,164 last year.
The number of trips last quarter exceeded the corresponding
quarter of last year by more than 3000, 77,743 trips having been
made, against 74,563. The gain over the previous three months
of the present year also shows a .great increase of traffic.
4«4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
PROPOSED ASSOCIATION OF CLAIM AGENTS
One of the steps which will undoubtedly be taken at the St.
Louis convention will be the organization of claim agents of
different street railway companies. The movement has been
discussed for several years, but took tangible form some time
ago when William A. Dibbs, claim agent of the New York
City Railway Company, sent to a number of street railway
companies a circular, of which the following is a copy :
Several of the claim agents in this vicinity have for a number of
years past been corresponding with one another relative to claim-
ants and their methods. It has been found to be of mutual bene-
fit, not only to the agents but to the roads. A system of the
magnitude of yours no doubt meets with a number of maligners
and repeaters. Information, of course, regarding them will help
your defense. Why not start an association of street railway
claim agents under the same auspices as the steam railway claim
agents ; have semi-annual conventions, discuss the different topics of
business, and advance ideas for the betterment of the office work
and its branches? If you are interested, I would be glad to get
an expression of your views.
A large number of favorable replies have already been re-
ceived, and a meeting of those interested will be held in St.
Louis to consider the organization of a permanent body. All
street railway claim agents are eligible to the new association.
As some companies may not have received the original circu-
lar, this paper has been requested to state that all who are in-
terested in the proposed movement are invited to participate in
proposed meeting at St. Louis, looking to the organization of
an association of claim. agents. An announcement will be made
on Wednesday, Oct. 12, the first day of the American Street
Railway Association meeting, of the place and time of the pro-
posed meeting of the claim agents.
♦ ♦♦
BAND RESAWING MACHINE
The accompanying illustration shows a band resawing ma-
chine of medium capacity brought out by the J. A. Fay & Egan
Company, of Cincinnati, Ohio. It is intended for general re-
sawing in fine lumber.
Some of its most salient points are worth careful considera-
B.AND RE-SAW OF MEDIUM CAPACITY
tion. The upper wheel is mounted on a heavy column, reducing
all tendency to vibration and insuring great speed. The im-
proved tension on the blade is very sensitive and reliable, and
uniform on all occasions. The lower wheel is solid, thus lessen-
ing circulation of dust, increasing momentum and preventing
the upper wheel from overrunning it. The upper wheel has a
lateral adjustment to keep the saw on its proper path without
stopping the machine.
The feed is variable, and rolls will open to receive stock
24 ins. wide and 8 ins. thick. The inside rolls can be locked
in position and the outside ones instantly moved to or from
the saw by a lever, and are gaged by an accurate quadrant.
The rolls can be tilted 12 degs. and clamped for any angle
work. The machine has other mechanical features that recom-
mend it very highly to all having resawing to do.
*+»
WEED-CUTTING BRUSH FOR RAILWAYS
Charles D. Smith, who is connected with the Wisconsin
Rapid Transit Company, Fond du Lac, Wis., has invented a
metallic wire brush that may be readily adjusted to either end
of a car to keep the space between the rails clear of plant
growth. When in use the brush is dropped so that wires will
just scrape the ground, and when the car is in motion the brush
will effectively cut the weeds. The apparatus is very flexible
and can be adjusted to any desired position.
— ; *^*~
A REAR GUARD FOR STREET CARS
C. A. Willard, of St. Louis, has devised an apparatus which
is intended to prevent some of the accidents caused by passen-
gers attempting to cross the street behind a car when another
car is approaching on the opposite track. This apparatus con-
sists of a safety guard operated by compressed air, which ex-
tends out in the rear of the rear platform so as to prevent per-
sons from crossing the street immediately behind a car when
another car is approaching in the opposite direction. A signal
is displayed on the dashboard of the car which indicates
whether the guard is out at the rear, the idea being that if the
motorman of a car approaching in the opposite direction does
not see this signal he must proceed with great caution. Both
the guard in the rear and the target or signal on the dashboard
are illuminated when the car is lighted, thus rendering them
of value at night as well as by day. Mr. Willard expects to
have an exhibit of this device in the Transportation Building,
Aisle E, No. 5455, during the street railway convention at the
Louisiana Purchase Exposition.
♦♦♦
ST. LOUIS TRANSIT COMPANY'S CAR LUNCH ROOMS FOR
EMPLOYEES
The St. Louis Transit Company, through General Manager
McCulloch, has established street car lunch rooms at the Olive
Street loop at the World's Fair for the convenience of its em-
ployees. Capt. McCulloch has inaugurated the lunch rooms as
an experiment, and should they prove successful, he will place
cars on all of the through lines. The motormen and conductors
think highly of it and are steady patrons. Two negro waiters,
faultlessly clad in white, serve the sandwiches and coffee to
the men, who stand on the outside. The plan is a great time-
saver, for it does away with the necessity of the men making
arrangement for securing their luncheon while on regular runs.
In many cases it was found they would leave their cars to go
into a restaurant to get a prepared lunch or meet some member
of the family who would be in waiting for them at a designated
spot. Thus they were often called from thei%cars.
♦♦♦
Some of the photographs taken at the recent Utica meeting
of the New York State Street Railway Association and deliv-
ered during the convention have faded out. The photographer,
A. P. Zintsmaster, of Herkimer, N. Y., states, however, that
he will replace any of these faded photographs by a perfect one
if the purchasers of the photographs will return the faded ones
to him. Mr. Zintsmaster is a photographer with an excellent
reputation, which he is desirous to maintain.
PROCEEDINGS OF THE INTERNATIONAL ELECTRICAL CONGRESS-
SECTION F
MONDAY, SEPT. 12.
The first meeting of Section F, that on electric transportation,
of the International Electrical Congress, was held on Monday,
Sept. 12. Dr. Louis Duncan, chairman of the section, announced
that the first paper to be presented was that by Philip Dawson on
electric traction on British railways. This is presented in abstract
below :
DAWSON, ON "ELECTRIC TRACTION ON BRITISH RAILWAYS"
Owing to the stringent regulations imposed by the Government
and the very densely populated districts which railways traverse,
tbe capitalization of English lines is an exceedingly heavy one,
amounting to about £1,184,000 for 22,078 miles of railway, both
single and double track. The percentage of net receipts to total
paid-up capital is decreasing, owing to increased taxation and com-
petition of electric tramways. The author's opinion as to the rem-
edy is the judicious adoption of electric traction. He classifies
railway traffic as follows : Short-distance suburban and interur-
ban ; long-distance main line, and goods traffic. The first class
is extremely favorable for the adoption of electricity, and the
others may furnish some instances where it would be feasible. The
Mersey Railway is cited as an example of the beneficial effect of
electrification of a steam line. While only installed last year, in
six months the train mileage was increased from 155,000 to 401,-
000, and the number of passengers from 2,844,708 to 4,153,777. Even
better results have been secured on the Milan- Varese railroad.
The author shows that electricity is the only hope of suburban
and short-distance interurban systems. Their introduction has re-
sulted in an increase of schedule speeds, and he does not doubt
that from 12 miles to 15 miles per hour will be allowed at no
distant date. The accelerating ability of the electric cars con-
tributes to good schedule speed. The steam lines benefit by elec-
trification in that they have advantages over tramways in not hav-
ing to operate in congested districts, and they have a greater dis-
tance between stops. The small number of journeys per head of
population in London is an evidence of poor facilities for travel.
These were 129 in 1901, as compared with 223 in Berlin, and 320 in
New York.
There are certain conditions which must be fulfilled by a system
of electric traction.
1. Sub-stations with moving machinery should be few in number,
and these should require little attendance.
2. The number of conductors supplying current to trains should
be few and capable of unlimited extension, hence the use of a third
rail is not possible.
3. It must be possible to take from a single conductor sufficient
current to haul one or more fast trains between feeding points.
4. It is very desirable that the system should be applicable to
main line as well as to suburban systems.
5. It should be possible to operate trains at any speed so as to
make up lost time.
6. Controlling apparatus must be simple and high-pressure con-
ductors must not be in dangerous positions.
7. If a. c. motors are used the power factor must be high and the
motors must permit of high rates of acceleration.
8. In some cases the motors might be used to return current to
the line, but in any case they must be reversible and applicable for
braking purposes.
The paper enlarges upon these points, giving the reasons for the
conclusions and the requirements of a satisfactory overhead con-
ductor, which is strongly advocated as the only practicable means
of conveying current to the trains. A considerable amount of
attention is given to the current collector, and a sliding bow ar-
rangement is preferable, as it is simple and does not need excessive
pressure against the conductor.
A number of advantages are claimed for electric traction over
steam, an important feature being that much greater traction is
secured for less weight upon the drivers. Among other important
advantages are the- decreased wear upon the permanent way, the
possibility of multiple-unit control, the reduced number and required
skill of operatives and the possible high rates of acceleration. Up
to the present time comparatively little has been done in the di-
rection of introducing electric traction upon steam lines in Great
Britain, but progress is being made and with satisfactory results.
DISCUSSION ON DAWSON'S PAPER
In the discussion which followed Mr. Dawson's paper it was
brought out by Mr. Ward Leonard that high capitalization is not
necessarily an indication of poor earning ability, as some American
roads have even higher capitalization per mile than the amount
reported for England. The important point in operating a road is
to utilize to the highest degree the investment in the road, that is to
operate so as to produce the maximum ton-miles per mile of track.
In this country, by the increase of power employed relative to the
investment the cost of transporting a ton for 1 mile has been re-
duced to about one-quarter what it was fifteen years ago. Here is
where the electric power has its great advantage in that unlimited
power is possible for a given investment in track. Mr. Leonard
also stated that it was fortunate that where there are many grades,
water power is prevalent, and that a locomotive of 50,000 lbs. draw-
bar pull was required. This at about 30 miles an hour would mean
about 4000 hp.
Another feature of the discussion was the distinction made by
Mr. Sprague between the fields of application of steam and electric
traction. Concentration of traffic and multiplicity of units justify
the adoption of electricity. Long runs with infrequent stops are
not suited to electric traction. The application of electricity is
simply a power distribution proposition, and nothing new is created
by its use. As illustration of these points, Mr. Sprague cited the
case of the New York Central Railroad, which will use electricity
for all trains within 35 miles of the center of the city. This will
be used for all trains, because two systems are not possible on the
same track, and electricity is best adapted to all but the through
trains. It was shown that England will adapt electricity when com-
pelled to, because on account of the expense it will be impossible to
duplicate existing lines. Electricity offers the only solution of the
problem of increasing present facilities.
Mr. Leonard called attention to the fact that in England mail and
express matter are classed as freight, while in America they are
charged to the passenger service, and these facts must be borne
in mind when comparing conditions in the two countries.
The paper of J. B. Entz, on the storage battery in electric railway
service, was then read in abstract :
ENTZ, ON "STORAGE BATTERIES"
The principal application of batteries to electric railway systems
is made at the generating stations, at distribution sub-stations
and directly connected to points on a direct-current distributing line.
The objects of such installations are to store electrical energy at
efficient and convenient periods and to return it when most useful,
generally at periods of increasing or heavy load. The author shows
how a battery results in increased economy and reliability of oper-
ation and classifies the reasons for installing batteries as follows :
1. Reasons affecting investment.
2. Reasons affecting economy of operation.
3. Reasons affecting reliability and public convenience and safety.
The point is made that there is usually some part of a station
load which can be carried by a battery without increasing the total
cost of the installation and that sometimes it is good engineering
to go to greater expense to insure economy and reliability of oper-
ation.
The economies resulting from the use of batteries in power sta-
tions and sub-stations are due to the improved load factors in the
various pieces of generating and transforming apparatus. The
efficiency of a battery for "peak work," which will have an output
between 15 per cent and 20 per cent of the total output of the
station, amounts to about 85 per cent as a minimum, which is but
3 per cent of the output of the station. This amount should be
more than offset by the increased efficiency of boilers, engines, lines
and rotaries. The author estimates the total gain due to the use
of the battery to be from 15 per cent to 20 per cent. He also makes
the point that as the plates of the storage battery are constantly
renewed the battery is in as good form at the end of a period of
years as at the beginning.
The most important argument made by the author for the use
of the storage battery is that it is entirely reliable as a reserve.
Its uses in this connection are tabulated as follows :
1. The entire load of a power house may be carried for from
three-quarters of an hour to several times that period even during
the time of heaviest load.
2. At a sub-station the rotaries can lie slni( down for an indefinite
period of time, the battery floating on the line.
3. The batteries can take care of sudden excessive loads due to
unusual congestion of traffic.
4. They will take care of short circuits on the line.
5. At night the entire machinery of a station can be shut down
and current cut off the a. c. lines for inspection and repair.
6. The batteries make it possible to buy power from another line
486
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
at times when it may be spared and at constant and controllable
rate.
The author discusses the matter of boosters for forcing the bat-
tery to charge and discharge as desired. Such boosters may be
either hand or automatically controlled. The former are employed
where a constant voltage is not necessary, but if the battery is to
be used in parallel with generating machinery of a constant or
rising characteristic, some automatic device is necessary. The auto-
matic excitation of the booster field is accomplished by including
an exciting coil in the working circuit. The exciting coil must be
neutralized by another, so that with any predetermined average
output of the station the booster shall neither add nor oppose its
voltage to that of the battery. In order to make such a combina-
tion as stable as possible, another main-current coil has been in-
cluded in the generator circuit so that an increase of current fall-
ing upon the generator following an increase of outside load would
further affect the battery and cause it to discharge.
The paper also describes the methods used for magnifying the
effects of variations in the generator load upon the booster excita-
tion. One of these is a counter electro-motive force generator
which derives its field excitation from a field coil placed in the gen-
erator circuit, said coil being so adjusted that the average generator
load produces an e. m. f. equal to and opposed to that of the sta-
tion voltage, so that under such conditions the battery is neither
charging or discharging. An increase in the generator output in-
creases the voltage of the counter e. m. f. generator, which in turn
increases the booster excitation. The reverse effect results from
a lowering of the generator load.
The other method of regulation is by means of an electro-mechan-
ical device which varies the pressure upon groups of carbon discs
connected in the manner of a Wheatstone bridge, with the excit-
ing field coil of the booster connected in the position of the gal-
vanometer. By the compression of one or the other groups of
disc current is passed through the booster field coil in such a di-
rection as to produce the desired effect.
The author concludes by discussing the proper construction of
a battery for railway service. He states that the positive plates
should be of the "Plante" type, while the negative plates are pref-
erably of the "paster" type. The development of the active lead
should be made in such an amount that it will provide secure re-
ceptacles for the retaining of the active material, and the necessary
further corrosion of the active lead for the purpose of replacing
active material carried away should not interfere with the mechani-
cal strength nor the conductivity of the plate.
DISCUSSION ON ENTZ'S PAPER
The paper was discussed by Messrs. Sprague and Edstrom.
In the discussion upon Mr. Entz's paper great stress was laid
upon the fields of application of this class of device. It was shown
that in stations of small capacity, and therefore with fluctuating
load, the battery is almost a necessity. Sub-stations come under
this class, as they are virtually small stations, regardless of the
original source of the power. In this country it is a debatable
matter as to whether storage batteries shall be used or not in large
stations. In Europe there no question about this as a rule,
for the stations are small and hence furnish the proper conditions
for an efficient application of batteries. In very large stations
abroad the storage battery is not used as much as formerly.
TUESDAY'S SESSION.
On Tuesday morning a joint meeting of Section B (general
applications) and Section F (electric transportation) was held
for the purpose of discussing the question of alternating-current
motors as applied to electric traction, particularly with reference
to the use of a single-phase current on the trolley system and
the adaptability of various types of motors to this condition.
Mr. C. P. Steinmetz, chairman of Section B, called the meeting
to order and announced the general object of the joint meeting,
stating that the papers would all be presented before commenc-
ing the general discussion. Mr. B. J. Arnold was then intro-
duced and read his paper entitled "Some Early Work in
Polyphase and Single Phase Electric Traction." He reviewed
the general development of the application of polyphase currents
to electric traction and told how, as early as in 1896, shortly after
the appearance of the rotary converter commercially, he first
proposed to use this type of apparatus in railway work on a pro-
jected line called the Wisconsin Inland Lakes & Chicago Electric
Railway. This road was not built, but a few months later he
made use of the idea in connection with the Chicago & Milwau-
kee Electric Railway and installed in 1898 the first rotary con-
verter system used in connection with electric railway work. In
1899 he commenced the development of the present Arnold sys-
tem, which was discussed in detail in his paper. His general
scheme is to make use of single-phase motors and to employ an
air storage system to be used in starting and stopping the car, the
motor running continuously at maximum load and efficiency.
The speed of the car is controlled by accelerating or retarding
the parts usually known as rotor and stator, by means of com-
pressed air, in such a manner as not only to regulate the speed
of the car, but also to restore the kinetic energy of the car when
stopping and to utilize this stored energy in starting again.
In June, 1903, the first experimental machine was ready and a
successful trial trip was made. As the apparatus used on this
occasion was more or less of a makeshift, it was considered de-
sirable to defer further tests until a complete equipment could be
constructed. This was ready in December, 1903, but was de-
stroyed by fire a few days before the date set for public tests. A
new equipment was built and on Aug. 3, 1904, a successful trial
run was made.
STEINMETZ, ON "ALTERNATING-CURRENT MOTORS"
After the presentation of Mr. Arnold's paper, Dr. Louis Dun-
can (chairman of Section F) announced that the next paper would
be that of Mr. C. P. Steinmetz, entitled "Alternating-Current
Motors." Mr. Steinmetz then read one of his characteristic
papers. As it contained much mathematical development of the
general theory of the various types of alternating-current motors,
it was read in part only, the general equations being shown and
then the application to the various types developed, together
with the corresponding speed and torque curves. The motors
considered were the following:
Polyphase Motors and Motors of Similar Type
(1) Polyphase induction motor.
(2) Single-phase induction motor.
(3) Single-phase condenser motor.
(4) Polyphase shunt motor.
(5) Polyphase series motor.
Single-Phase Commutator Motors
(1) Single-phase series motors.
(2) Compensated series motor. (Eickemeyer motor.)
(3) Repulsion motor. (Thomson motor.)
It was shown that the maximum power factors of the comma-
tating motors are decidedly higher than those of corresponding
induction motors, and that, therefore, the same power factor as
in the induction motor can be secured in the commutating motor
with a much larger air gap. This is a decided advantage in elec-
tric railway work. The compensated motor is intermediate be-
tween the repulsion and the series motors, but rather nearer the
former for low speeds and to the latter at high speeds; that is, its
torque is high in starting and at low speeds, but does not fall off
as rapidly at high speeds as that of the repulsion motor. Induc-
tion motors are essentially constant speed motors. The repul-
sion motor is a low speed motor, the series motor a high speed
motor, while the compensated or Eickemeyer motor is intermedi-
ate between the repulsion and series motors, approaching the
former at low speeds and the latter at high speeds.
DERI, ON "SINGLE-PHASE MOTORS"
The next paper presented was that by Mr. Max Deri, entitled
"Single-Phase Motors." This paper was read in abstract by Mr.
W. I. Slichter. The author reviewed the essential functions and
relations of modern single-phase motors (of the commutator
type) with the idea of facilitating a comparison of the working*
conditions and commutating requirements of the different sys-
tems. Some new points of view were presented and some new
methods of construction were shown.
LATOUR, ON "COMMUTATION"
Mr. Deri's paper was followed by that of Mr. Marius Latour,
which was entitled "Commutation of Direct and Alternating-
Current Machines." Mr. Latour read his paper in person and
discussed in general the essential features of similarity and differ-
ence in the commutation of motors on direct and alternating-
current circuits.
BRAGSTAD, ON "REPULSION MOTORS"
Mr. Steinmetz then read in abstract from the original manu-
script the paper of Dr. O. S. Bragstad, entitled "Theory and
Operation of Repulsion Motors." This paper was largely mathe-
matical and cannot be briefly reviewed. Dr. Bragstad stated
that commutator motors for alternating currents have become of
great interest within recent years, mainly because of the demand
for a single-phase railway motor, but that a broad field would
also be found for other purposes where speed regulation is re-
quired. The repulsion motor is of special interest, not only in
itself, but also in that it marks a transition stage to the different
forms of compensated motors. The general theory of the repul-
sion motor was developed in considerable detail under the usual
assumption that the magnetic resistance is constant for all mag-
netic circuits and that the iron losses are proportional to the
square of the magnetic induction. The results of the mathemati-
October i, 1904.]
STREET RAILWAY JOURNAL.
487
cal development were represented graphically by a series of dia-
grams.
DANIELSON, ON "COMPENSATED REPULSION MOTORS"
The next paper, also read by Mr. Steinmetz, in abstract from the
original manuscript, was that of Mr. Ernst Danielson, entitled
"Theory of the Compensated Repulsion Motor." Like that of
Dr. Bragstad, this paper is very mathematical and the matter con-
tained can not be very well presented in a condensed form. The
general analytical theory of the repulsion motor was developed.
Leakage was considered and the formulas for the calculation of
current, torque, and lag with known voltage, brush position and
speed were given. The formulas developed were those used by
the Allmanna Svenska Elektriska Aktielolaget, of Westeras,
Sweden, for figuring repulsion motors.
LINCOLN, ON "SINGLE-PHASE RAILWAY PROBLEMS"
Mr. Paul M. Lincoln then read his paper on "Transmission and
Distribution Problems Peculiar to the Single-Phase Railway."
Among other things, Mr. Lincoln pointed out the fact that, as far
as the transmission line is concerned, the true criterion of voltage
strain is that which exists between any conductor and ground,
and not that between any two conductors. If the terminal volt-
age be so adjusted that the insulation strains to ground be made
the same, then to transmit a given amount of power a given dis-
tance at a given loss will require no more copper by the single-
phase line than that required by the three-phase line.
NIETHAMMER, ON "A. C. AND D. C. TRACTION"
Upon the conclusion of Mr. Lincoln's paper that of Dr. F.
Niethammer entitled "Alternating versus Direct-Current Trac-
tion" was presented in printed form without being read.
In this paper Prof. Niethammer described all of the different
electric railway systems, viz. : direct-current, three-phase, single-
phase, with commutator motors ; current changers, such as the
Ward-Leonard and Heilman ; single-phase induction motors, such
as those of C. E. L. Brown and Arnold ; constant direct-current
systems and storage batteries. Tables were then given of maxi-
mum speed, acceleration, horse-power of motors, etc., for different
classes of service, and examples taken from roads representative of
each class of service. He then discussed the design of the differ-
ent types of motors for each of the different systems, especially
for the different alternating-current systems, and gave a second
table showing weight, dimensions, gear ratios, etc., for the standard
direct-current, single-phase and three-phase motors of the different
European manufacturers. He then discussed starting torque,
speed variation and braking for the different types of motors, also
different methods of gearing and controlling, the latter accom-
panied by a table showing the weights of various controllers. Dif-
ferent forms of current-collectors were also described and com-
pared
DISCUSSION
The discussion was opened by Mr. E. K. Scott, who advocated
the three-phase as against the single-phase system. Every three-
phase generator is a three-crank engine, and with transformers
connected in delta, if one breaks down the system can still be oper-
ated, while if the transformer breaks down in the single-phase
system the system is shut down. With the single-phase system
you have a pulsating torque, while in the three-phase system and
in the direct-current system you have a constant torque.
Mr. Lamme stated that the problem of single phase electric trac-
tion is considerably affected by the opinion of the electrical pub-
lic, which opinion is based largely upon experience with alter-
nating-current motors of various kinds. One point of confusion
is that many engineers fail to understand why the single-phase
commutating motor can have a large air gap and also a high
power factor. In the commutating type of motor the current
represents torque regardless of the power factor, whereas in the
induction motor a low power factor means a low torque. He
advocated the use of the straight series motor.
Mr. Steinmetz, in referring to the relative advantages of single-
phase and polyphase motors, said the single phase tends to syn-
chronize much more strongly than the polyphase induction motor,
so that while the polyphase induction motor might be used in
electric railway work, the single phase induction motor is not
directly applicable. The single phase commutating motor is ad-
vantageous. In this motor the limit of torque is the magnetic
saturation. In action this motor approaches the direct-current
series motor; that is, the torque is proportional to the square of
the current, while in the polyphase motor it is more directly as the
current. As regards systems of distribution, the polyphase sys-
tem is generally used here but is not so common abroad. The
polyphase system has the advantage in stationary motor work
and the generators are somewhat smaller and more efficient. T11
answer to the argument by Mr. E. K. Scott regarding running
on a delta-connected three-phase system with one transformer
burned out, Mr. Steinmetz brought out the point that equal safety
could be secured in the single-phase system by employing two
transformers instead of one. In electric railway work the single-
phase system is simpler and must be employed. A two-phase
system might be- used by connecting one phase on each track of
a two-track road, but it would be a difficult and a complicated
system. With modern engineering methods the single-phase rail-
way system will improve.
Mr. A. H. Armstrong, in referring to the question of a three-
phase versus a single-phase system, said that it is necessary to
consider the commercial aspect. At present there are one-half a
billion kilowatts of rotary converters and three-phase railway
apparatus installed. This must be used as far as possible, and it
is therefore necessary to use 25-cycle motors at present. The
great amount of lighting at the present time supplied by railway
power houses, and also the power supplied to stationary motors,
must be also taken into consideration. For the present it appears
that the three-phase generating apparatus will be used with a
transformation to two-phase at the sub-stations and the railway
load divided on the two phases.
Mr. Steinmetz also said that it is necessary to consider the
present state of the art and the conditions now existing. It will
probably be necessary for some time to come to operate cars on
Soo-volt direct-current circuits within city limits, and therefore the
new alternating-current motors for electric railway work must be
so constructed that they will operate equally well on the direct
current city systems and on the alternating-current system used
beyond the city limits. The alternating current commutator mo-
tor may be made to meet these conditions.
Mr. Lamme said that in the original single-phase railway built
recently by the Westinghouse Company, the frequency was 162-3,
but the standard frequency of to-day is 25 cycles, in order to meet
the requirements of machinery already installed. Four motors
are used on a car, operating in series on a direct-current circuit in
the city, and either in series or in parallel on an alternating-
current circuit beyond the city limits.
Mr. A. H. Armstrong stated as regards frequency, that a 15-
cycle equipment has been already installed and placed in opera-
tion. Another point is that of the standardization of line voltages
on the trolley circuit. Both 2200 and 3300 volts have been used
and both will probably be standard voltages for the present.
Mr. P. M. Lincoln, in referring to the trolley line voltage, said
that with present installations, 1100 volts would generally be as
high as would be advisable, but with the new types of line ma-
terial 2200 and 3300 volts will be found perfectly satisfactory.
Sections B and F then adjourned to meet at 10 a. m. on Wednes-
day, Sept. 14, in Festival Hall at the World's Fair.
WEDNESDAY'S SESSION
This was a combination meeting of the American Institute of
Electrical Engineers and the Institution of Electrical Engineers of
Great Britain, with sections B and F, and constituted the annual
meeting of the Institute. President B. J. Arnold, of the A. I. E. E.,
called the meeting to order. The meeting was not a part of the
congress, but President Arnold extended an invitation to all mem-
bers of the congress to take part in the discussion. He called
attention to the session as a joint meeting of the A. I. E. E. and
the I. E. E., of Great "Britain, and expressed the hope that this
would not be the last of such meetings, but that there might be
many of them in the future. President R. Kaye Grey, of the In-
stitution of Electrical Engineers, of Great Britain, then took the
chair, and President Arnold delivered his annual address as presi-
dent of the A. I. E. E., abstracted below :
Eleven years ago we met in Chicago under the auspices of a
great exposition. To-day we are gathered again at a greater ex-
position. At the time of the Chicago meeting engineers were
strenuously advocating the use of electricity on street railways
and elevated work. The Chicago Exposition Intermural road was
the first instance of the application of electricity to large traffic.
The interval between these two expositions has been one of ex-
tensive activity in interurban and suburban work. The traffic on
these lines has enormously increased over the steam road figures.
We now aspire to enter the steam road field. The question is
whether the advantages are greater than the difficulties to be over-
come. It has been proven that suburban traffic of a steam road
is a legitimate field for the introduction of electricity, as for in-
stance, the New York Central and Pennsylvania terminals, in New
York City. The best conditions for electrical operation are many
units at even intervals. The power now required by a car is small
compared to that taken by a steam train. A more economical
method of producing power is required before electricity will be-
come fully applicable to steam lines. Tn some cases, with water
power available, the power is cheap enough for electrical operation
at the present time.
488
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
When the traffic is dense enough the ideal equipment for electri-
cal operation would be six tracks arranged in pairs for different
classes of traffic moving at the same speed on each pair of tracks.
This condition only exists in a few cases. In most places the traffic
is too light. No general law can be laid down on account of vary-
ing conditions. In all cases the relative cost of operation must be
carefully analyzed.
Electricity will be the power ultimately. At first terminals will
be equipped, due to lessened operating expense or the demands of
the public for better service. Then electric feeders for trunk
lines will follow and finally the trunk lines operating between elec-
trically equipped terminals will be changed over to the new power.
Many advantages will accrue, such as increased passenger revenue,
a high class freight service not possible now, and lower cost of
power as time goes on.
The principal problem is the transmission of power and voltage
on the trolley and the solution seems near. Heretofore the necessity
of rotaries has precluded the equipment of trunk lines, but the
alternating-current motor has made it more probable due to the
decrease of first cost and the improved transmission.
It is only seventeen years since the first electric road was equipped
and yet the horse and cable have practically disappeared, the
suburban railway has become a great factor in our daily life, and
the total investment in electric industries reaches $4,000,000,000.
Steam will hold its own on trunk lines for some years, but at
present, trunk lines in the United States, Switzerland, Sweden and
Italy are figuring on electric operation, and the future looks prom-
ising.
President R. Kaye Grey, of the Institution of Electrical Engi-
neers, of Great Britain, moved that a vote of thanks be tendered
President Arnold for his able address. The motion was seconded
by Col. R. E. Crompton, senior vice-president of the Institution of
Electrical Engineers, of Great Britain, and carried by acclamation.
The subject for discussion at this meeting, "Different Methods
and Systems of Using Alternating-Current in Electric Railway
Motors," was taken up, Dr. Charles P. Steinmetz ODcning the dis-
cussion. Mr. Steinmetz reviewed at some length the development
of the alternating-current railway motor, starting with the early
work of Messrs. Rudolph Eickemeyer and Charles Van Depoele,
and leading up to the latest type — the compensated commutator
motor. He discussed the characteristics of the direct-current
series railway motor, the polyphase induction motor and the com-
mutator alternating-current motor, and their adaptability to
different classes of railway work, these classes being ordinary city
street service, rapid transit service, as on elevated and under-
ground tracks ; suburban and interurban service, trunk line pas-
senger service and long distance freight service.
For city service the characteristics of the direct-current series
motor are best, on account of its enormous torque at starting, its
rapid acceleration and maintenance of torque from the limit of
acceleration to the free running speed. These features were absent
in the induction motor. This latter type of machine cannot com-
bine very high acceleration with high efficiency at free running, or
with the ability to run efficiently at low speeds. The alternating-
current commutator motor, however, while having not quite such
good characteristics as the direct-current series motor, is well
adapted for city service. The problem and conditions in rapid
transit service are the same as those in city service, except that the
units are larger, the speeds higher and stops are not so frequent
In interurban and suburban work there are fewer stops, so that
rapidity of acceleration is of less importance and a lower torque of
acceleration will do, but the same surplus torque is required as in
city service, because the voltage cannot be maintained so nearly
constant in interurban lines as in the city. The induction motor
being most sensitive to voltage variation (the torque varying as
the square of the voltage) is not at all adapted to interurban and
suburban service, the maximum torque which the motor can give
cannot much exceed the acceleration torque without spoiling the
characteristics of the motor, and while the motor will run at con-
stant speed regardless of voltage fluctuations, an excessive drop in
voltage will cause it to "break down" and refuse to carry the load.
The alternating-current commutator motor, however, appears to
be pre-eminently constituted for this class of work.
In trunk line passenger service, the rate of acceleration at pres-
ent obtained by means of steam locomotives is much lower than
that obtained in everyday practice for electric railways, and as
excessive acceleration torque does not need to be sustained up to
high speeds in this class of service, it is a field where alternating-
current commutator motors should be employed and possibly induc-
tion motors if the question of voltage maintenance does not inter-
fere.
In trunk line freight service the same considerations come in,
except that the speeds are relatively low and the train weights are
enormous, so that here more than in any other class of work it is
essential to have a very large surplus torque available in order to
start the train or to hold it on an up grade. For this service, there-
fore, as in interurban service, the motor must run efficiently at light
loads and be able to give a very high torque, although it need
not carry this torque up to high speeds.
Mr. Steinmetz then pointed out that on account of the enormous
mileage of direct-current railways already existing in cities, this
type of equipment would always remain ; consequently, long dis-
tance motors, that is to say motors running over connecting links
between different city systems, must be able to operate on the direct-
current-systems. The alternating-current commutator motor is
highly advantageous, since it possesses this peculiar characteristic.
He also expressed theropinion that since 25 cycles had been adopted
as the lowest alternating-current frequency, and there is a great
deal of 25-cycle generating apparatus now in use, alternating-cur-
rent railway motors must be built for that frequency. Dr. Stein-
metz expressed the belief that the alternating-current motor would
not make any very serious inroads into the field occupied by the
direct-current motor. He thought the alternating-current ma-
chine will develop a field of its own, just as alternating-current
transmission and distribution have supplemented rather than dis-
placed direct-current distribution.
Mr. B. G. Larame continued the discussion. In the development
of the direct-current motor for traction work a process of elimin-
ation brought out the series motor as the best type. Its torque in-
creases faster than the current and it gave a cushion action to the
car. The next bothersome problem in railway work was transmis-
sion of power to the car. Motor generators were tried in sub-
stations with some success, but the rotary converter was out of the
question on 125 to 133 cycles. Even at 60 cycles the design was
difficult and the machine cumbersome. At Niagara a compromise
between 4000 and 2000 alternations per minute gave us the 25 cycles
now so common. In 1894 the converter was adopted as an emer-
gency necessity. In 1895 the Westinghouse Company tried two
75-hp motors, single-phase, with rheostatic control, but they were
abandoned. Next, motors of 100 hp wound for several speeds,
were tried, both being of the induction type. The next experi-
ments were with a single-phase commutator motor of 10 hp, and
162-3 cycles frequency. Two of these were run on a car for a
while with 400 volts on the trolley, but the results were unsatisfac-
tory and the work was dropped. The work was again taken up in
1897, wfren several motors of 30 to 40 hp were tried. Finally in
1900 and 1901 a motor of 100 hp was operated successfully on 162-3
cycles, and in September, 1902, the first public announcement of a
single-phase system was made before the A. I. E. E., in a paper
describing the proposed Baltimore & Washington Electric Rail-
way. Many objections were raised, principally directed at the
commutator. It is of interest that one of these motors ran con-
tinuously, day and night, under full load for nine months on 60
frequency, without showing the slightest sign of trouble at the com-
mutator.
The Indianapolis and Cincinnati line has adopted the alternating-
current. In the terminal cities direct-current is used with rheo-
static control with four motors in series outside of this, the four
motors are in parallel and control is accomplished by means of
transformer taps.
Now looking at the problem in general, several points are in
favor of single-phase motors. Only one overhead conductor is re-
quired. The motors are mostly of series type, which gives good
operating characteristics and permits of the operation on direct-
current. The single-phase motor can also utilize potential control,
doing away with rheostatic losses. In trunk line operation the
question of frequencies does not enter, as a system of this kind
can afford to adopt its own frequency irrespective of others in use
at points on its lines.
Dr. E. V. Drysdale was of the opinion that the main advantage
of the single-phase commutator motor was the ability to operate on
direct and alternating-current equally well. In starting a car from
rest, not power, but force, is required. In the steam locomotive
the force is applied direct, and with electricity we must install a
line to furnish force in starting, and power in running. The
Ward-Leonard system is ideal in this respect, furnishing force for
starting, with large current and low voltage by variation of the ex-
citation on the generator.
Mr. B. J. Arnold at this point said that although he must give
the credit to Mr. Lamme for the first announcement of a purely
single-phase system, yet he must take credit for the first construc-
tion of an electric railway using single-phase motors.
Mr. F. J. Sprague continued the discussion. The future of the
adoption of electricity on trunk lines appears hopeful. It will not
be because of more efficient or economical operation or esthetic con-
siderations, but only by financial necessity. The best finance will
dictate the purchase and control of competing electric roads.
President Elihu Thomson gave some historical points on repul-
sion motors. The discussion was carried over to Friday morning
before Section F.
October i, 1904.] STREET RAILWAY JOURNAL. 489
THURSDAY'S SESSION
At the meeting on Thursday, there was no discussion and four
papers were read by title : "The Mono-Railway," by F. P. Bahr ;
"The Railway Booster," by Dr. Rasch ; "The History of the Elec-
tric Railway," by F. J. Sprague, and "The Wilkesbarre & Hazel-
ton Railway," by L. B. Stillwell.
STILLWELL, ON "THE WILKESBARRE & HAZLETON RAILWAY"
Mr. Stillwell's paper stated that the Wilkesbarre & Hazelton
Railway is the first railway of any considerable length in America
to be equipped for commercial use with the protected third rail.
The most noteworthy features in the railroad and its equipment
are :
(1.) The use of a contact rail covered by plank guard to pro-
tect it against snow and sleet, and to prevent accidental contact
by people crossing the track or walking near it.
(2.) The elimination of all grade crossings.
(3.) The fact that it traverses a rugged and mountainous coun-
try, level stretches of roadbed being practically insignificant, while
there are several stretches of 3 per cent grade not less than 4
miles in length.
(4.) The use of cars weighing 42 tons, net, without passenger
load, and equipped with four motors of 125 hp (one hour rating)
each.
(5.) Brake equipment so designed that no one accident to any
part of the rigging can render all brakes inoperative.
(6.) The use of a portable converter station in the form of a car
carrying transformers, converters and necessary switch gears.
(7.) The use of a soldered, not riveted, rail bond.
The composition of the contact rail is as follows : Carbon, not
to exceed 10 per cent; manganese, 55 per cent; phosphorus, 8 per
cent ; sulphur, 10 per cent ; silicon, 3 per cent. Its conductivity
is equivalent to pure copper having about one-eighth its cross-
section. The construction of this road was described in March
7, 1903, of the Street Railway Journal, so that only a brief
abstract of the operation will be given.
During the winter of 1903-1904 cars were operated from 6 a. m.
until after midnight, upon headway which at no time was less than
one hour. Notwithstanding this infrequent service, there were
but two instances in which any serious delay occurred by reason
of formation of sleet on the contact rail. Upon one occasion a
car was delayed one hour and fifty minutes. Another time, a car
lost on round trip twenty-eight minutes. Partial formation of sleet
on the contact rail which occurred in these cases would have been
greatly reduced, if not eliminated, had the guard been even 2 ins.
wider. The addition of a vertical plank attached to the posts
which carry the top guard would secure effective protection against
sleet from that side of the track, but on the other hand it would
tend to cause an accumulation of snow around and upon the con-
tact rail. The success, of the guard used was in a large measure
due to its open front and back permitting the wind to drive snow
through the space between the contact rail and guard.
The shoe has been very satisfactory, although some trouble was
experienced in shoes breaking, due to failure to maintain an accu-
rate alignment of the third rail The shoe has been somewhat
modified since its original design, so as to make a weak point at
which it will break in case it strikes any of the supporting posts
instead of tearing away the entire support. At high speed, the
shoe has less tendency to jump than the link type shoe. The cur-
rent per motor cars has frequently exceeded 400 amps, per shoe,
and there has been no appreciable sparking.
RASCH, ON "BOOSTERS"
'flic paper by Dr. Rasch was largely mathematical in its char-
acter, and was a discussion of the best method of regulating a
booster.
SPRAGUE, <>N "ELECTRIC RAILWAY HISTORY"
"The History of the Electric Railway," by Mr. Sprague, was a
very valuable contribution to street railway literature, and de-
scribed the salient points in the history from the time of Davenport
to the present. The early part of this paper will be reproduced in
the next issue of this paper.
FRIDAY'S SESSION
On Eriday morning Section F held a joint session with Sec-
tion G for the discussion of Prof. G. F. Sever's paper on "Elec-
trolysis of Underground Conductors." Prof. Sever presented an
abstract of his paper, giving a brief summary of the situation
in the United States.
SEVER, ON "ELECTROLYSIS"
Experts in this country are greatly -divided as to the cure and
modification of the trouble. The data of the paper were
collected by Messrs. Waterman, Stil well and Sever, and tables
were made from replies received from 102 street railway compa-
nies from 29 cities and from the opinions of 22 experts. The
information from the street railways comprised the date of com-
mencing operation, miles of track operated, weight of rails, style
of bonds, size and number per joint, return feeders, attachmem
of pipes to bus, rails or both, electrical drainage, number of
power stations, minimum line volts, nature of pipe joints and
soil, parts corroded, extent and nature of damage, remedy ap-
plied and effects produced.
The most interesting replies are to the question of remedy
applied and results attained. A few answers are given below:
1. Some electrolysis, no remedy. 2. Larger bonds. 3. Analy-
sis showed rust and not electrolysis as cau. e of decay. 4. Proved
decay due to earth corrosion. 5. Return feeders. 6. Some elec-
trolysis; installed return feeders; less trouble. 7. Ignored. 8.
Better bonds. 9. Renewed bonds; At Madison, Wis., the pipes
were tapped to the station and no more trouble was experienced.
In the table of replies from the twenty-nine cities the following
points were asked:
Was electrolysis encountered? What was the effect upon pipes?
Was blame placed on railway company? (This question was
always answered in the affirmative.) What remedy was suggested
and applied? Was legal action taken?
Among remedies suggested and applied, five cities called for
double trolley, but in no case was it applied. Others suggested
better return, more bonds and return feeders.
Peoria, 111., Dayton., Ohio, and Richmond, Va., reported legal
action taken. In Peoria the decision was again; t the railway
company, but the case is still open. In Dayton, Judge Brown
told both parties to get together and adjust the trouble between
them.
The third table concerns various points in municipal ordinances
regarding electrolysis. The questions asked were the following:
1. What system is required?. 2. Are taps from pipe to rail
and negative bus allowed? 3. Is electrical drainage in positive
area allowed? 4. Are railway companies liable for corrosion?
5. What maximum positive or negative potential difference be-
tween rail and adjacent pipes is allowed? 6. What drop per mile
is allowed in return, and what total drop is allowed?
In Battle Creek and Atlantic City no taps from the rail to pipes
or the negative bus are allowed. The positive difference of poten-
tial allowed in various places is from a quarter of a volt to a volt,
the negative difference being the same.
The leakage current allowed in various places varies from o
to 1 amp. per pipe. In Chicago 8.8 volts drop is allowed per
mile of return circuit, other cities specifying from 3.3 to 6.6
volts. Most of the cities require a return circuit of not less cur-
rent carrying capacity than the positive feeders. Of fifty cities
with which Prof. Sever corresponded, only ten report any trouble
from electrolysis.
The opinions of twenty-two experts are also tabulated mainly
from testimony in Peoria, Dayton and other places. Most of
them are of the opinion that electrolysis can be stopped with the
rail return still in use. Among the remedies suggested are the
double trolley, a return booster, more efficient return and insulat-
ing pipe joints.
DISCUSSION ON SEVER'S PAPER
Dr. Louis Duncan opened the discussion, and thought Judge
Brown, of Dayton, had the best idea of a remedy, that is joint
action by both parties concerned.
John Hesketh, Esq., was of the opinion that mutual action
was necessary for the abatement of the evil, and it was as much
the duty of the company liable to damage to protect itself as it
was of the tramway company to provide protection. One water
company to his knowledge had laid service pipes within 3 ins.
of the rail, thus directly inviting electrolysis. All efforts to pre-
vent damage by specifying return drops must take account of
length of line. It is not only the difference of potential that
causes damage, but also the ampere carrying capacity of leakage
path, and hence some definite form of tes* should be pr-scribed.
In Germany the method specified is that the drop shall be taken
between the rail and the earth nearest to it. An expression on
this subject, as to remedies, should be called for from scientific
bodies throughout the world.
Professor F. D. Caldwell said that in Columbus, Ohio, two
questions arose: first, whether or not to guard against trouble
where current leaves the pipes or to keep the current away from
them altogether; and second, how much current can be permitted
to flow without serious damage? The entire problem varies with
the soil encountered, regarding its electrical resistance.
This closed the discussion and Section F adjourned to its own
meeting room, where the discussion 011 the methods of applying
alternating current to traction was continued from Wednesday's
session in Festival Hall at the Fair grounds.
DISCUSSION ON "ALTERNATING-CURRENT MOTORS"
The discussion was opened by Dr. Louis Duncan, chairman.
The speaker noted three quite distinct traction fields now success-
490
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
cully operating by electricity; namely, tramway service, city train
service and interurban service. In all of tbese fields the elec-
tric operation gives better and more economical service than
steam, cable or any other system heretofore employed.
In the tramway system a large number of small units are con-
stantly in operation, and consequently, notwithstanding the nu-
merous stops and great variations in speed due both to this fre-
quent stopping and to the curvature and gradients of the track,
the load factor remains quite constant and high. With this good
load factor the copper is economically used. The success of the
cable car was due to just such conditions as give rise to a high
load factor in a district of limited extent. With the introduction
of the multiple unit control, city train operation became possible.
Here again a good load factor obtains. In both of these classes
of traction, it is of utmost importance to be able to rapidly ac-
celerate up to the desired speed. Interurban systems require
frequent, good and economical service. Here the load factor
is good in the generating station, but is often poor in both the
sub-station and the lines. In this last field the necessity for the
use of alternating-current is most strongly felt. Transmission
of power by alternating-current and the use of rotary converter
sub-stations has made it possible for the direct-current railway
motor to be successfully used in this service. But the next
logical step is the use of alternating-current direct on the car,
thus doing a way with the constant attendance required at sub-
stations and greatly simplifying the apparatus as a whole.
A good load factor may be maintained, yet a poor cost factor
may result, cost factor being defined as the ratio of the cost of
operation, under the actual conditions of operation, to the cost
of operation under full load for continuous running. It is very
obvious that this factor must vary greatly with the character
of the load moved. For example, if it is uncertain just when
excessive power will be required, more boilers and other equip-
ment must constantly be held in readiness to furnish power,
while if it were known that at a certain time and for a definite
period a given additional amount of power would be required,
then this extra power would only have to be used at this time.
For all of the remaining time the extra machinery would require
no attendance or fuel.
For trunk line service, displacing the steam locomotive, little
can at present be expected. Here neither the expense can be
decreased nor the facilities increased, while with present systems
a great deal of trouble would be introduced. In special cases
when the traffic is so heavy and frequent that the steam locomo-
tive cannot well take care of it, as in the case of the Baltimore
& Ohio tunnel, in Baltimore, the electric operation of trains
is very advantageous. Again in the case of the Pennsylvania
Railroad and the New York Central Railroad, not only is elec-
trical operation much better, but absolutely necessary both be-
cause of underground service and of legal requirements. Yet
these examples do not in any way point to the early adoption of
electric train operation on trunk lines.
Mr. F. J. Sprague continued the discussion and expressed him-
self as decidedly of the opinion that one overhead wire was all
that was possible on account of the necessity for simplicity. The
direct-current series motor is, and always will remain superior
to the alternating-current motor from the considerations of
weight, efficiency, reliability and torque, and considered by it-
self alone, while the alternating-current is liable to cause more
trouble in insulating conductors. The sub-stations are not as
much farther apart with alternating-current as would appear.
The distance cannot increase even in direct proportion to voltage.
With the higher voltages used with alternating-current the lia-
bility of shocks to passengers on account of leakage is greater,
especially in stormy weather. On trunk lines the money avail-
able should be used on feeders rather on main line work, but
electrical operation of terminals is becoming a necessity irrespec-
tive of cost.
Mr. B. G. Lamme spoke next. He stated that one of the ad-
vantages of alternating-current is that it permits the use of low
voltage motors, using even as low as 125 volts, witnout difficulty.
The alternating-current motor comes in when railway motors
design is well understood, and thus one can avoid many troubles
which arose in direct-current work. The liability to shocks is less
instead of more as the higher voltage will arc through ice and
sleet on a track much more quickly. There is only about I
per cent as much electrolysis with alternating-current as with di-
rect-current, and this is liable to be an important factor in many
cases. The starting and acceleration with alternating-current is
largely inductive, and this with the abolishment of rheostatic
losses, considerably improves the load factor.
Mr. E. Kilburn Scott advocated the polyphase induction motor.
In England, simplicity of apparatus is of prime importance, and
polyphase induction motors without commutators are the sim-
plest form. Single-phase commutator motors are necessarily
heavier, than polyphase motors for like service. Thus if one has
a certain service that requires a 50-ton locomotive equipped with
polyphase induction motors, to operate with single-phase com-
mutator motors would require a locomotive weighing about 85
tons. With single-phase commutator motors, in case the torque
is insufficient to start the motor, a bad short-circuit will result
in the commutated coils due to the transformer action of the fields.
In trunk line service the multiplicity of conductors is not so great
a disadvantage as most think, as it is necessary to eliminate
all complicated overhead work anyhow, no matter whether one
or two trolleys are used. In polyphase working if one trans-
former in a sub-station breaks down the other two will carry the
load, while in single-phase it is necessary to provide duplicate
equipment for this purpose.
Mr. H. Ward Leonard continued the discussion by briefly stat-
ing the requisites necessary in the successful and economical
handling of trains. The plant must embody: (a) A single-phase
generating and conducting system; (b) means on the train for
converting this single-phase current of transmission into suitable
form for using in the train motor; (c) means on the train for
varying the voltage, as applied to the train motors, from zero to
maximum value without the use of rheostats or other wasteful
devices. As is well known, the Ward-Leonard system embraces'
the above points, and consists of a single-phase synchronous
motor driven continuously direct from the single-phase current
on the trolley, and driving a shunt generator which supplies di-
rect-current to the train motors. The train motors are controlled
by varying the field excitation of the direct-current generator.
By such means a uniform and gradual application of current
may be given to the motors without entailing any rheostatic
losses other than that of the direct-current generator's field cir-
cuit. Now for light service the direct application of the single-
phase alternating-current to the car motors is advantageous. For
heavy traffic, however, the above described system is far supe-
rior. Besides the great advantage in control by means of this
system, there is a further advantage of no little importance in
the ability to return power to the line during retardation in speed,
all the way from maximum speed down to zero. This is probably
the only system successfully embodying such features.
The Swedish Government, a couple of years ago, investigated
the feasibility of changing the power of its roads from steam to
electricity. As the investigation of the expert engineers pro-
ceeded, they first eliminated direct-currents entirely, and later
all but single - phase alternating - currents. In their report
it was shown that a saving of $2,000,000 per annum would be
secured by the adoption of the Ward-Leonard system over any
other practical system then developed. The expert engineers
who investigated the direct use of single-phase alternating-cur-
rent motors for train service, reported unfavorably each for dif-
ferent reasons, viz.: too high voltage, too severe sparking and
too complicated mechanism.
Both the United States and Great Britain use almost exclu-
sively the Ward-Leonard system in the control of turrets on ships
in the navy. Here, if any place, sure and precise working must be
had. The moving platform at Paris, in 1900, weighing 3000 tons,
was operated and controlled by this system. A single-phase current
at 14,000 volts has been used successfully directly on the trolley,
and further, the complete control, including braking, was secured
by only one lever on a locomotive operated from such trolley. In
comparing this system with that of one using sub-stations, it
is obvious that a large saving in both attendance and apparatus
is possible.
In America a combination of policy, patents and business seems
to carry an inertia sufficient to make it almost impossible for
a weak company or an individual to develop his particular sys-
tem, however meritorious his device may be, while in England
and on the Continent the situation is much more favorable to
individual developments. In conclusion, it is quite clear that
whatever system becomes universal, it will be one using only one
trolley wire.
Mr. B. J. Arnold, remarked that the alternating currents of high
voltage can be used direct without the use of a transformer, and
he did not see any advantage in the possibility of using low
voltage motors as pointed out by Mr. Lamme. The problem
demands some type of single-phase variable speed motor. Poly-
phase current is out of the question, due to the two trolleys.
Simplicity, first cost of installation and maintenance will finally
determine the solution of the problem.
Mr. Henry Dikler took exception to Mr. Steinmetz's statement
in Wednesday's session, that the polyphase system was unsuccess-
ful. The Italian three-phase railways were giving eminent sat-
isfaction, and in fact were accepted by the government two months
before the expiration of the specified trial-operating period. No
one would think of polyphase current for street railways, but for
October i, 1904.]
STREET RAILWAY JOURNAL.
high speeds it is very satisfactory. For heavy railway work two
speeds are amply sufficient for all service.
Mr. A. H. Armstrong said that the chief objections to polyphase
induction motors are their constant speed, limited output and poor
power factor. On most roads there are more or less steep grades
and variable speed is absolutely necessary.
Mr. Alexander Zelewsky, of Buda Pest, Hungary, took up the
discussion, speaking in German. It is generally stated that a
series motor is most suitable for railway purposes, because of the
inherent relation between torque and speed. The polyphase in-
duction motor whose behavior is similar to that of the direct-cur-
rent motor does not meet railway service requirements. In dis-
cussing the induction motor for heavy locomotives and still heavier
trains, a somewhat different phase is presented than in the cases
of street car or similar service. For heavy trunk service accurate
time schedule must be kept. A motor whose speed depends upon
the voltage and torque is sensible to grade and load, and in order to
maintain the schedule, recourse must continually be had to the con-
troller, to regulate the speed. If the control for single-phase
motors is inductive and is much used, it is at the expense of a
lowered power factor, while if ohmic resistance is used, energy is
again lost. If the polyphase motor is used the speed will not vary
with the voltage or load, provided the capacity of the motor
is not exceeded. In high speed service the air resistance rises
rapidly, so that the ratio between operating torque and acceler-
ating torque requirements is not so unfavorable as with street
railways. Therefore an induction motor with sufficient starting
torque can be designed.
Polyphase induction motors operate at full torque at almost syn-
chronous speed, and are thus capable of accelerating in a shorter
time than the series motor with a torque falling as the speed rises.
In through service stops are less frequent and the losses of elec-
trical power occasioned by controllers is quite small. One great
advantage of the polyphase induction motor is its ability to restore
power to the line. The space and weight of a railway motor is
quite limited. The polyphase induction motor has constant torque
and no commutator, so has these great advantages over single-phase
motors. If a transformer is used, conditions are worse from both
the added weight and low efficiency caused by the variable torque.
The Valtellina railway in northern Italy has been operated for
two years, using polyphase induction locomotives of 1200 normal
hp, with the utmost satisfaction. In Canada a combined polyphase
and direct-current system is to be built by Ganz & Company, for
local and interurban service. All present were invited to inspect
the Valtellina road.
Mr. B. G. Lamme called attention to the Swedish State railways
as spoken of by Mr. H. Ward-Leonard. Very recently the Swed-
ish Government has ordered Lamme motors for use with 18,000
volts on the trolley. One thing that should not be lost sight of in
alternating-current work is the rail loss. This usually runs from
four to seven times the loss with direct-current with equal currents
in the rail, and at 25 cycles per second.
Mr. P. M. Lincoln added to this last, that with 1000 volts alter-
nating-current the rail loss is less than with direct-current at 500
volts due to less current flowing and the possibility of locating sub-
stations closer together.
Mr. C. P. Steinmetz replied to Mr. Dikler in regard to poly-
phase motors. Polyphase motors are inherently good machines,
but the single-phase commutator motor is far superior. The poly-
phase induction motor is only good at one particular speed. At
other speeds its efficiency and power factor are low. The large air.
gap required by railway men gives poor power factor in the induc-
tion motor, and on half speed (in concatenation) the current con-
sumption is greater than at full speed, thus giving only one efficient
speed. The Ward-Leonard system offers excellent control, but
the problem is not one of control merely, but rather the ability to
start quickly and run efficiently. With the rheostatic control on
alternating-current the rheostat is on only from one-quarter to one-
sixth of the time, and the extra power consumption as compared
with the voltage contral is insignificant. Thus one is not losing as
much advantags as might seem to be lost by the use of rheostatic
control with the single-phase commutator motor.
Mr. F. J. Sprague corrected M. H. Ward-Leonard in his defi-
nition of multiple unit control. The multiple unit control is not
a control of motors on different cars from one controller with
full current in the train line, but is a control by controllers on each
car from any point in the train. The direct-current motor consid-
ered as a motor only, is superior, and will remain superior to the
alternating-current motor.
Messrs Sprague, Zekwsky, Steinmetz and Scott made a few re-
marks on minor points, and the discussion was brought to a close
by Mr. B. J. Arnold in a few words in which he expressed himself
gratified to see the tendency toward the use of single-phase motors.
The paper by Mr. R. A. Parke on "Braking High Speed
Trains," was read by title, and the meeting adjourned.
PARKE, ON "BRAKING HIGH-SPEED TRAINS"
lii this paper Mr. Parke referred to the testimony given by
him at the New York & Portchester Railway hearing, about three
years ago, that electric trains might be stopped in regular service
from a speed of 60 miles an hour by what is commonly known
as the "emergency application" of the quick-action air brake. It
is obvious that if increased expense is justified in increasing the
rate of acceleration, as has been the experience during the past
few years, expense in increasing the stopping efficiency is also
warranted. Experiments show a declining ratio of friction to the
pressure of the shoes at increased speeds. For the same brake-
shoe pressure the friction at 60 miles an hour is about one-half
that when the speed is 20 miles an hour. Other causes result in
a reduction of the brake-shoe friction during a continued appli-
cation of the brakes, so that in train braking to secure the same
rate of retardation there should be an increased pressure of the
brake-shoes upon the wheels to correspond with the reduced rate
of friction occurring at the higher speeds. Moreover, an appli-
cation of the brakes which will produce a given rate of retardation
at one speed, without danger to the rolling stock or discomfort
to the passengers, may also be applied at any other speed with no
more danger or discomfort. The high-speed brake was designed
more particularly for use upon high-speed trains, and it employs
a considerably greater brake-shoe pressure in emergency appli-
cations than that of the ordinary quick-action brake, to more
nearly realize the rate of retardation obtained in the emergency
application of the quick-action brake upon trains of lower speeds.
At such a high speed as 60 miles an hour, however, even the
emergency application does not develop greater brake-shoe fric-
tion than does a full service application of the quick-action brake
at a speed of 20 miles an hour. It is true that the service appli-
cation is attended by a comparatively gradual application of the
brake-shoe pressure, while the emergency application develops
the greater brake-shoe pressure very quickly; but experience and
observation seemed fully to justify the conclusion that the re-
duced rate of friction at the higher speeds would permit the use
of even the high-speed brake without noticeable shock or dis-
agreeable sensation.
Experiments in the use of the high-speed brake upon passenger
trains have amply confirmed the writer's views upon this subject
and demonstrated the absence of disagreeable effect as well as the
highly increased rate of retardation in employing the emergency
application of the high-speed brake for stops in high-speed train
service. The time and distance saved in such stops permit the
employment of the maximum speed up to a comparatively short
distance from the stopping point and cause the train to be brought
to a quick, smooth stop in much less than half the time and dis-
tance required for an ordinary service stop.
That the shortened running time and increased efficiency of
high-speed train service — particularly local express-train service —
by the employment of such higher rate of retardation, may be
attained at a small fraction of the expense at which a lesser im-
provement in such efficiency can be obtained through the in-
creased acceleration resulting from extending the multiple-control
system from the use of motors upon one-half the cars in the train
to their application to all of them, seems hardly open to doubt.
The neglect to take advantage of this higher rate of retardation
would seem to be attributable chiefly to the long-established doc-
trine that emergency applications must not be employed for ser-
vice stops, under far different conditions. It is to be understood
that such a doctrine still applies, with all its force, to the operation
of passenger trains at moderate speed, as well as to freighi-train
service. It is only under the special conditions of uniform op-
eration at high speeds — not less than 50 miles an hour — that the
recommendation of a most powerful application of a most power-
ful brake, in all stops, properly applies.
In addition to the advantage of effecting a reduction of from
50 to 75 per cent in the time and distance required by a service
application of the brakes, a collateral advantage of material im-
portance is the much greater accuracy of the stop.
Electric train service furnishes exceptional conditions for at-
taining the maximum retardation, as well as the maximum rate of
acceleration — though for different reasons. Where trains are
drawn by steam locomotives the conditions existing at the loco-
motive and the variable load carried in the tender involve limit-
ing the braking power so that the retarding force is considerably
inferior to that realized upon the cars. Where electricity is em-
ployed, the motive power is applied directly to the cars them-
selves in such a manner that the maximum braking efficiency may
be obtained as well upon motor as upon other cars, and the whole
train is thus subject to the maximum rate of retardation.
An exceedingly important element of braking efficiency is the
character of the brake-shoes applied to the wheels. Extensive
experiments have demonstrated a very wide variation in the fric-
tional quality of brake-shoes of different materials, and, further,
492
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
a marked difference in the friction of the same brake-shoe upon
wheels of different materials. It is, in general, found that the
maximum frictional resistance occurs in the application of soft
cast-iron shoes to chilled cast-iron wheels, and the friction-pro-
ducing quality generally declines as harder brake-shoe materials
are employed. It should not be concluded, however, from this
general relation of the hardness of the brake-shoe mate-
rials to the frictional quality, that soft material only should
be employed in brake-shoes. The question is, to a large extent,
a commercial one. Increased pressure upon the harder shoes
involves, of course, somewhat increased wear; but when, in each
case, the brake-shoe pressure is so adapted to its frictional quality
that the maximum retarding friction is acquired, the practical
question resolves itself into the relative cost of initial installa-
tion and of subsequent maintenance — to which must be added due
consideration of trouble and annoyance arising from the neces-
sity of frequent attention.
Within the past two or three years, two different series of ex-
periments with the high-speed brake have furnished most inter-
esting and important information bearing upon this subject. In
one series, soft cast-iron brake-shoes were employed with chilled
cast-iron wheels. In the other the "Diamond S" form of brake-
shoe (of hard cast-iron, with steel inserts) was used with steel-
tired wheels. Otherwise, the conditions were fairly comparable,
the tests being conducted in the same general locality. In the
case where soft cast-iron shoes were employed, the initial air-
pressure in the brake-cylinder was about 85^ lbs., which became
reduced, toward the end of the stop, to 60 lbs. In the tests with
the Diamond S brake-shoe, the initial air-pressure on the brake-
cylinder was also about 85^2 lbs., which, by the use of special
high-speed reducing valves, became reduced to a final minimum
of from about 69 lbs., from a speed of 80 miles an hour, to about
78 lbs., in stopping a six-car train from a speed of 50 miles an
hour. Moreover, in some instances, a brake-cylinder pressure of
75 lbs. or more occurred in applications of the brakes at speeds
of 20 miles per hour (and even less), without producing wheel-
sliding of an injurious character or exceeding that which oc-
curred with the use of the soft cast-iron brake-shoe, when the
final minimum air-pressure in the brake-cylinder was but 60 lbs.
The stopping distances were phenomenally short in the tests with
the Diamond S brake-shoe, averaging 602 ft. from a speed of 50
miles an hour, 982 ft. at 60 miles an hour, and 1334 ft. at 70 miles
an hour — the shortest authenticated stops on record.
In the case of a service employing single cars, the advantage
of an automatic brake practically disappears and more simple
forms of apparatus may be employed to advantage; but, where
two or more cars are assembled in trains, and particularly in
high-speed trains, the necessity of providing for the contingency
of train partings permits but the one prudent and safe course of
employing an automatic brake, and, thus far, the automatic air
brake alone has become safely established as meeting all the
requirements of service. The necessity of the most efficient high-
speed.train service requires, in addition, the most forcible appli-
cation of the most efficient form of automatic air brake — the
emergency application of the "high-speed" brake.
LONDON LETTER
(From Our Regular Correspondent.)
For some time past there have been somewhat lugubrious tales
going about as to the mishaps to the Lancashire and Yorkshire
electrification scheme, and it seemed to the writer only proper
that a report of a personal inspection of the whole system would
do much to set aside these rumors. The writer can now therefore
confidently state that it is quite true that the contractors have
been, for reasons over which they had no control whatever, some-
whatunfortunatein their power house experiences. These, however,
have been confined solely to the engines, two of them having unfor-
tunately been accidentally damaged. Soon after commencing to
operate, the crank shaft of one of the engines gave way, and on
removing it, it was seen that a complete fracture had taken place,
the reason being easily traceable to a flaw in the steel which must
have been there from the moment the bloom was made in Shef-
field, although completely out of sight during the whole process
of manufacture. The Sheffield firm that supplied the forging at
once supplied the engine maker with another forging which has
now been manufactured, and the engine is to-day running and doing
good service. Another of the engines through some unknown
cause — probably from starting with water in the cylinders — ■
broke down, one of the cylinders being completely fractured.
This necessitated another long delay while a complete new cylinder
was being supplied, but this engine is also now entirely repaired
and in daily service. The electrical equipment of the station and
of the line, and the trains themselves, have given absolutely no
trouble of any seriousness from the first, but owing to two of the
generating units being put out of action it was, of course, absolutely
impossible for the Lancashire & Yorkshire Railway Company to
operate the whole system. During this time, therefore, that only
two units out of the four were available, a service of only six
trains has been used, but for the past month or so nine trains
have been put in service and are in daily successful operation, and
the complete service of twelve trains will very soon be adopted.
It will thus be seen that no trouble at all has arisen out of the
system which has been adopted, and everyone on the line speaks
in the highest terms of the success which has been achieved, which
has only been militated against by the unfortunate and totally un-
foreseen accidents to the engine units. While figures are as yet
unavailable, it is confidently stated that extremely good results
have been achieved and that the traffic on the line from Liverpool
to Southport and Crossens has been largely augmented and already
receipts in that branch show that the adoption of electricity was
a wise step and will lead to great economies in operation, and to
much larger traffic receipts without any increase in terminal facili-
ties. There is no doubt, therefore, that for the time being the Lan-
cashire & Yorksire Railway has saved vast future expense in not
being required to increase its terminal facilities in Liverpool, which
with the increasing traffic on this branch of the line would have been
absolutely necessary in the near future.
The Wakefield and district tramcars have commenced running,
and everything appears to be in thorough working order. The
center from which the routes from Wakefield radiate is the Bull
Ring or market place, and there will be a regular service from that
place to Belle Vne and Sandal, Horbury and Ossett and Outwood,
Lofthouse, and Leeds. A branch to Rothwell will shortly be
opened, and within a short time the system will couple up with
Normanton, Casleford, Pontefract and Knottingley.
The site of the old General Hospital, in Summer-lane, Birming-
ham, is being utilized for the erection of the new electrical sup-
ply station to furnish the power for the comprehensive system of
municipal trams. The task is a heavy one, for the general level
was a high one, and excavation has had to be carried to a depth of
40 ft. The estimated cost of the new power station and installing
the cables will reach £400,000. When completed the system will
help to bring about a revolution, not only in the tramway traffic,
but also in the lighting of the city.
Commencing on Oct. 3, the Edinburgh & District Tramways
Company, Limited, is to inaugurate a quick parcel express delivery,
and for this- purpose central premises have been secured at 5 and
7 West Register Street, and altered to suit the requirements of
a central parcel receiving office. This latest enterprise of the com-
pany will no doubt be largely taken advantage of, not only by mer-
chants of the city, but by the general public. It will also enable
small merchants to meet the demands of their customers more
readily.
Accrington is promoting a bill in Parliament to work its tram-
ways, the Corporation's own system, which will shortly revert to
it on the expiration of the lease to the company which has been
working it. The trams will be driven by electricity, the power
being supplied by the Corporation's own installation. Considera-
ble extensions are intended to be through Church and Oswaldwistle
and along the main thoroughfares towards Burnley. The Corpor-
ation lines are at present between 6 and 7 miles, which, with the
Haslingden and Rawtenstall sections owned by the company at
present working the system, make a total length of over 11 miles.
This, with the extension, will be increased to about 13 miles.
The financial difficulties connected with the tramways track
which is to cross the Ribble estuary near Lytham, and thus con-
nect Southport, Lytham, St. Amies, Blackpool and Fleetwood by
tram, have been satisfactorily arranged. Sir Hiram Maxim is the
chief supporter of the scheme, and the firm of Vickers, Maxim &
Co. are to construct the transport bridge over the channel to the
land on each side of the Ribble. Tenders have been invited,
and there is every prospect of an early start being made on the
work.
The tramways sub-committee of the Dewsbury Town Council
has recommended the purchase of the electric tramways worked
by the Yorkshire (Woollen District) Tramways Company, Limited,
at a price of £52,500, the concern to be leased to the company for
a term of thirty years, at the expiration of which time it will belong
to the corporation. The recommendation was adopted, and bor-
rowing powers were ordered to be sought.
At the half yearly meeting of the North-Eastern Railway Com-
pany, the chairman, Viscount Ridey, said that from the point of
view of traffic the newly electrified lines had been very satisfactory,
but of course the novelty of the system had caused them to be beset
with a great many difficulties, which, though being surmounted
gradually, were real difficulties both as to the safety of their work-
men and the public and the passengers, and the convenience of
October i, 1904.]
STREET RAILWAY JOURNAL.
493
patrons on the line. They had been fortunate in their expert
advisers, and altogether they had no reason to be dissatisfied with
the progress which they had made, and he did not know but that
the feeling generally was that under difficult circumstances they
had given an improved service on that part of the system. They
worked an enormous number of passengers to Whitley Bay and
down to the coast, and the reports he had made of the numbers
carried and the hours people had to wait to return to Newcastle,
showed that the traffic they had to deal with was almost beyond
their means. So far as profit and loss was concerned it was too
early to speak. It was impossible to have accurate figures ; 53,402
miles were run in the half year up to June 30, and the expenditure
was £4,911, but they must remember that a good deal of that ex-
penditure included the experimental running both for the satisfac-
tion of their own officers and for the education of those who were
to be in charge of trains. The capital for the conversion of the
line was £ 186,000. If he came to the passengers carried he would
take the two weeks ending July 11, 1903, and July 9, 1904, for com-
parison, making all allowances for the fact that one week might
have been fine and the other wet. The number of bookings be-
tween all stations had increased by 25 per cent, and the money
22 per cent. With reference to the difficulties which had beset
them, they were considering most carefully all the plans that could
be thought of by their experts for the purpose of averting the dan-
ger of the live rail, as well as promoting the convenience of their
passengers.
A special meeting of the tramways committee of Newcastle
Corporation was held recently to consider the resignation of A. E.
le Rossignol, engineer and general manager of the tramways.
The committee having heard that Mr. le Rossignol had received
the offer of an important and lucrative appointment abroad, re-
gretfully agreed to accept his resignation. Mr. le Rossignol super-
intended the construction of the Newcastle Corporation tramways
on behalf of the engineer, Mr. Hopkinson, and was recommended
by him to be the manager and engineer of the new system. Mr.
le Rossignol was accordingly appointed, and has performed the
duties since the opening of the tramways.
Douglas, Isle of Man, is following its great rival, Blackpool, in
a novel social experiment. Children of school age are to be pro-
vided with tramway coupons at greatly reduced fares, so that
those who dwell at a distance from school may take farthing rides
to and fro. Probably this will not be all loss in a place like
Douglas, which has its very slack, out-of-season times, when elec-
tric trams had better take farthing passengers than none at all ;
but the proposal was mooted, not in the interests of the corporation,
but for the sake of the school children.
A little over two months ago the Alvaston Osmaston and Mid-
land Station routes of the new Derby electric tramways were
opened to the public, and recently the remainder of the routes in-
cluded in the contract let to J. G. White & Company, of London, was
formally inaugurated, viz. : Burton Road, Normanton Road and
Dairy House Road. Early in the afternoon the Mayor, accompa-
nied by many members of the Corporation, and a number of ladies,
travelled over the routes in special cars, returning to the new
offices in Victoria Street, which were opened with some ceremony,
Alderman F. Duesbury, the chairman of the tramways committee,
unlocking the door. Afternoon tea was served in this commodious
building, and the members of the committee availed themselves of
the opportunity of presenting to Alderman Duesbury a Derby
Crown china vase to commemorate the event and as a mark of
appreciation of the valuable services rendered by him in the trans-
formation of the tramway system of the borough.
A further meeting of the tramway reconstruction committee, of
Perth Town Council, has been held. Mr. Dawson, of Kincaid,
Manville, Waller & Dawson, was present. The report by the firm
on the offers received for the reconstruction of the Perth tramways
was submitted, from which it appeared that the cost of recon-
struction would amount to a sum close on £44,000. It is esti-
mated that, allowing for engineers' fees, the purchase of the old
tramway concern from the company and the Parliamentary ex-
penses, that the cost of the reconstructed tramway in Perth will
amount to £68,000. The committee is also considering the use of
petrol 'buses.
The tramways committee of the Manchester City Council has
resolved to provide a number of covered cars to run on routes
where their use is or may be made practicable. One or two routes
are crossed by bridges, which are too low for these vehicles. In
other cases it is possible to lower the roads under certain bridges,
so as to allow the passage of covered cars. It is not to be under-
stood that open-topped cars are in future to be covered in. What
is intended is that by a gradual introduction of the sheltered vehi-
cles there shall be a reasonable proportion of them, giving much
better provision than at present exists for protecting passengers
from inclement weather. The covers for the cars will all be made
in the new workshops of the Tramways Department at the Hyde
Road shed, where they will be fitted to existing cars.
It will be of interest to know that the Electric Railway & Tram-
way Carriage Works are now manufacturing a Brill type of truck.
As is well known, this enterprising firm, which was one of the first
to build electric cars in Great Britain, have never gone in for the
manufacture of trucks, being content to put on the thousands of
cars which they have already supplied, such trucks as were speci-
fied. They chiefly used the Brill trucks, all of which were imported
from America. It has gradually been forced upon them, however,
that to be able to compete with the lower prices, and also to meet
the requirements of certain engineers who desire a completely
British product, that it would be absolutely necessary for them to
build a truck of their own. Arrangements have therefore been
made at their extensive Preston works, and a department inaugu-
rated by which an absolutely British made truck of the Brill type
is being manufactured by them. Already a large number have
been made and delivered.
There has been of late some little talk of a project for provid-
ing the Kentish coast with an electric railway. Parliamentary
powers will, of course, have to be sought and obtained, in the usual
way, and probably there will be a sharp tussle in the committe room
when the scheme gets there. The proposed line is to be constructed
on the overhead system, and will have a length of about 70 miles,
commencing at Ramsgate and ending at Hastings, so that a por-
tion of Sussex is taken into the plan. The places to be served in-
clude Sandwich, Deal, Walmer, Dover, Folkestone, Shorncliffe
Camp, Hythe and Winchelsea, with a few others.
It is claimed that the scheme should receive the support of the
military authorities, inasmuch as, if carried to a successful issue,
it will facilitate the rapid movement of troops, artillery, etc., along
a portion of the south coast. The financial part of the project
has been elaborately worked out, but its consideration may be post-
poned for the present. From the outline here given it will be seen
that the scheme is a somewhat ambitious one, possessing features,
or, at all events, a feature, interesting to others than those who
reside in, or occasionally visit, the districts proposed to be traversed
by the Cinque Ports Electric Railway.
After prolonged negotiations, an agreement has been drawn up
between the Salford and the Bury Corporations for the interchange
of tramway traffic, and this will be formally signed in the course
of the next few days. The Salford Corporation under existing
agreements has control of the tramways in Prestwich and White-
field. The Whitefield tramways were opened eighteen months
ago, or rather that part of them lying between the Prestwich boun-
dary and the Whitefiild railway station. There has been consid-
erable delay in the completion of the lines to the Bury boundary
owing to trouble between the Whitefield Urban District Council
and the company running the steam trams from Whitefield to Bury.
The differences, however, have now been settled, and the Salford
Corporation has prepared the track and erected the overhead equip-
ment, and the route will be opened very shortly.
The Devonport & District Tramway Company has now completed
the system of tramways for which the company and the Corpora-
tion have obtained powers, the last section to be completed having
been examined by Maior Druitt, a Board of Trade inspector. The
line runs from Milehouse to Ford, being a continuation of the St.
Levan Road section. The road has been made by the Corpora-
tion, and has been laid with a single line with loops by
the company. At the official inspection Major Druitt was
accompanied by J. C. Tozer and Alderman J. Goodman, chair-
man and vice-chairman of the Corporation tramways committee ; R.
J Fittall, town clerk; J. F. Burns, borough surveyor, and J. W.
Endean, general manager Devonport & District Tramways Com-
pany. Although the powers of the company and Corporation are
now exhausted, it is proposed to apply for permission to extend
the St. Budeaux section to the parish church, which will be a
great convenience to the rate payers in that part of the town.
The London County Council is introducing the double-deck elec-
tric tram cars, the necessary change having been ordered for sixty
cars at a cost of £80 each. It is computed, that the double-deck
car will earn from £130 to £150 more per annum than the vehi-
cles with open tops. Unfortunately, however, on two or three of
the South London routes the available height under railway bridges
precludes the adoption of a roof over the tops of cars.
Recently at Bruce, Castle Park, a section of tramway line con-
structed on the overhead trolley system along 2 miles of main road,
from Lordship Lane, Tottenham, to Woodgreen, was opened by
Sir Francis Cory-Wright, chairman of the tramway and light rail-
ways committee, of the Middlesex County Council. The under-
taking thus inaugurated represents only a very small portion of a
plan promoted by the Middlesex County Council, which when com-
pleted will provide a cheap and easy means of transit over 50 miles
ot trunk roads under its jurisdiction. The routes chosen com-
prise the four radial highways from Willesden to Wembley,
Cricklewood to Edgeware, Highgate to High Barnet, and Wood-
green to Enfield, together with cross-routes linking the main lines
together at various points. Three of the routes extend into the
494
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
neighboring county of Hertford, where the County Council has
also promoted light railways. Running powers have been granted
over the Walthamstow Light Railways, so that the area of the
whole electric tramway enterprise north of the metropolis extends
from Willesden in the west to Woodford in the east, the London
Count}' boundary practically serving as the southern frontier, while
towards the north the benefits of electric traction will be carried
as far as Watford on the one hand and Chestnut on the other.
The Middlesex County Council, having constructed the line, re-
solved to lease it for a term of years, until 1930, to the Metropoli-
tan Electric Tramways (Limited), which furnish the rolling stock
and the entire electric equipment of the undertaking, an arrange-
ment which relieves the Middlesex County authorities from the
costly necessity of constructing power stations. An average of 4^
per cent on the council's expenditure is paid by way of rent; out
of the gross receipts the company receives an average of 4^2 per
cent on its capital expenditure, and the net revenue is divided be-
tween the Council and the company in the proportion of 45 per cent
to the Council and 55 per cent to the company.
The Huddersfield Corporation has put on trial for the first time
an electric coal wagon for the haulage of coal from the Hillhouse
coal chutes, Huddersfield, to a distant part of the borough. The
suggestion that the Corporation should become coal carriers is not
a new one, though as far as can be ascertained, no other Cor-
poration has up to the present undertaken work of that nature for
private individuals. In 1880 the Corporation obtained powers in
its Act of Parliament to convey coal over the tramways. The
lines were laid of a sufficient width, and with a proper depth of
groove to receive the railway trucks, but owing to the numerous
sharp curves on the tram routes the original idea was abandoned.
The idea lay dormant until a year or two ago, when it was revived
by the present chairman of the tramways committee. Though
operations are at present designed to serve only one firm — Martin,
Sons & Co., Limited, the well-known cloth manufacturers, of Well-
ington Mills, Lindley— they must be extended, and it is quite proba-
ble that the coal required at the gas and electricity (light and
power) stations will be conveyed from the coal chutes by the same
means at no distant date. Messrs. Martin's works are situated
nearly tfA miles from the Hillhouse coal sidings, at Huddersfield,
the gradient rising all the way. Their average consumption of coal
the year through is about 40 tons a day. The haulage hitherto has
been done solely by team labor, ten or a dozen horses and carts
being almost continuously in use in the service, causing great
wear and tear of the reads, and occasionally congestion of traffic
over important tram routes. Negotiations between the tramways
committee and Messrs. Martin were set on foot with a view to the
conveyance of the coal by tram. The difficulty lay in getting elec-
tric coal trucks up to tlie coal chutes, which occupy ground belong-
ing to the railway companies. The companies, however, readily
consented to the laying of the necessary track, and a length of
about 400 yds. of line was laid from the Bradford Road Section of
the Corporation tramways by way of Whitestone Lane to the coal
depot at Hillhouse for the purpose of the coal traffic. The whole
ol tin- Huddersfield tramways is thus opened out for such traffic
if necessary. At the Lindley end Messrs. Martin have at their own
expense laid the requisite line from the Salendine Nook Section of
the Corporation tramways, that the coal may be delivered at their
works. The two trucks which are to be used for the carriage of
the coal are in appearance very much like an ordinary railway
coal truck, and of a similar carrying capacity, about 10 tons
each. The wagons have been built by Milnes, Voss & Company,
of Birkenhead, and are mounted upon radial trucks, of the
Brush Electrical Engineering Company. These give a longer
wheel base, and serve the purpose of a single truck for hill-
climbing properties, while giving the qualities of the bogie, in being-
able to get easily round curves without undue strain upon any part
of the mechanism. Each vehicle is equipped with two No. 80
Westinghouse motors, approximately of 45 hp each, with four
Westinghouse-Newall magnetic brakes, powerful hand brakes and
sanding gear. The coal is delivered into the wagons direct from
the chute and discharged direct into the coal store of the mills
witli the minimum of labor, and thence carried to automatic stokers.
A. C. S.
♦♦♦
The Toledo, Urban & Interurban Company, of Findlay, Ohio, has
had plans and specifications prepared for a new power house and
has already broken ground for the building, which is to be located
at Findlay. The plans were prepared by E. Darrow, the company's
consulting engineer. The company, through C. F. Smith, general
manager, is asking for proposals on three 1500-hp, cross-compound
condensing engines, to run at 94 r. p. m., to be operated with an
initial steam pressure of T75 lbs. In connection with these engines •
are three 1000-kw 25-cycle generators and sub-station apparatus
for 33,000-volt transmission.
PARIS LETTER
A definite start has been made on the new electric railway up
the slopes of Mont Blanc. The line commences at the terminal
station of the Le Fayet Road, and following the southern slopes
of the mountain will have its present proposed terminus at the
Col de l'Aguille du Gouter, 12,140 ft. above sea level. The continu-
ation of the line to the summit of the mountain, some 3000 ft. higher,
is reserved for a later project. The total length of the line is 18^
km, of which some 3 km will be in tunnel. Meter gage will be
used, and the rails, weighing 40 lbs. per yard, will be laid on metal
ties. The maximum speed is 23.2 per cent, and rack construction
will be employed. The speed up the steeper grades will be
miles per hour, and on lighter grades about 8 miles per hour. A
th ree-pbase locomotive of 14 tons will be used with two 4-ton trail-
ers. The summer traffic will be handled by ten trains daily, each
accommodating eighty-four passengers. The cost of the line is
estimated to be about $2,200,000.
The discussion at the Vienna convention of the International
Congress on the subject of trail cars possesses a particular interest
in Paris, owing to the general use in that city of double deck cars.
These cars are being abandoned in Paris, however, and outside
the city it is not unusual to see two or more trailers coupled at
rush hours.
The engineer specially charged with the supervision of street
railway affairs by the French Government has just left Paris to-
gether with a municipal commission on a trip to New York, St.
Louis, Chicago and other principal cities of the United States in
order to inquire closely into the conditions affecting the tramway
interests in America. As your readers will remember, the whole
of the tramway and omnibus situation in Paris is coming again to
the front, the reason being the ruinous competition afforded by the
new Metropolitan lines. There are very few tramway lines in the
Paris district which are doing at all well, and some are in an ex-
tremely critical condition. One of these is the Compagnie de
l'Est Parisien, which is being permitted for the moment to run a
trolley service on the Rue du Quatre Septembre, in place of the
Diatto contact system first laid down. The city authorities are
endeavoring to force the company to replace the contacts which
were taken up when work on the new No. 3 Metropolitan line was
commenced, and the company wishes to throw the onus of the
change on to the city. There is a strong feeling against the replac-
ing of the contacts, because of their danger to traffic. Altogether
things are at a deadlock on this point. The franchises of certain
of the traction companies expire in a few years and their end,
under the present regime, is only being hastened by the Metropoli-
tan lines, with their two to three minute service.
While traction engineers in the United States are installing
Curtis and Westinghouse turbine plants, in France attention is
being attracted to the Swiss firm of Brown, Boveri & Company,
which is supplying the 18,000 hp for the St. Ouen power station of
the Metropolitan Railway. In addition this firm is also supplying
quite a few alternating current units of several hundred kilowatts'
output to various plants in France. The Curtis turbine has not yet
made its appearance here, but two groups will shortly be installed
at Nice, of 800 kw each.
Notwithstanding the continual increase in traffic on the Metro-
politan lines, the General Omnibus Company, which is the one com-
pany most seriously affected by the competition, reports receipts
this year, up to Sept. 10, of 31,227,308 frs, which is an increase over
■the same period of 1903 of 106,208 frs.
The Orleans Railway Company, whose electric extension was
described in your Aug. 6 issue, contemplates the handling of its
freight traffic as well as the passenger traffic by electric means, as
far as the limits of the third rail at Juvisy. To do this the
Orleans Company will require a much larger number of locomo-
tives than is at present in use. It is stated that an attempt will
be made to use the gearless locomotives of the Central London
Railway, which machines have been laying practically idle since
the adoption of train control cars by this company.
Owing to the very great increase in the numbers of passengers
carried by the Belgian State lines in and around Brussels, there is a
great congestion of traffic, especially in the departure and arrival of
trains in the Belgian capital. A paper scheme for an underground
railway company has existed for some time, and attempts are now
being made to bring the project to a head. The density of traffic
at Brussels requires the establishment of an underground or ele-
vated electric system.
Ganz & Company, who equipped the Valtellina line in northern
Italy with the three-phase system of traction, have just delivered
three new locomotives for this line. The locomotives have three
motor axles and a free axle at either end. Ready for service
they weigh 62 tons each, and have a length of H.54 meters be-
tween buffers. The wheel base is 9.5 meters, The motors are
October i, 1904.]
STREET RAILWAY JOURNAL.
495
double, that is, they comprise a high and a low tension motor on
the same axle and in a common frame. The commercial speeds are
64 and 32 km per hour, according to whether the high-tension
motor alone is in circuit or whether the low-tension motor is con-
nected in cascade with it. The tractive efforts respectively at
the above speeds are 3500 kg and 6000 kg. Each locomotive
develops about 1600 effective hp. The current is 3000 volts three-
phase, at 15 cycles per second.
The problem of electric traction applied to long distance steam
railroads is attracting just now a great deal of attention in Italy,
where it is thought that a large reserve of energy in the form of
abundant waterfalls could be turned to excellent account at com-
paratively slight cost. The Swedish Government is also taking up
this subject very seriously in view of the vast reserve of hydraulic
force in the country. Experiments are to be made in electric trac-
tion on the State line between Stockholm and Jarfra. A tempo-
rary power station is to be installed at Tomteboda. Estimates
for the transformation have been requested, and four important
firms, viz., Siemens-Schukert, Allgemeine, Oerlikon and the Brit-
ish Westinghouse Company have already presented bids for the
SINGLE-PHASE SYSTEM FOR BLOOMINGTON, PONTIAC &
JOLIET ELECTRIC RAILWAY
A contract has just been made by the Bloomington, Pontiac &
Joliet Electric Railway Company for two cars to be equipped with
the new General Electric Company's single-phase, alternating-cur-
rent motors. These are to be used on the 20 miles of line which
this company expects to have completed by the end of the year be-
tween Pontiac, 111., and Dwight. The cars will be supplied by the
American Car Company, of St. Louis, one of the cars being that on
exhibition in the Transportation Building at the Louisiana Purchase
Exposition. As it is not expected that the cars on this road will
be required to operate over direct-current trolley lines, the series
parallel method of control will not be used, potential control being
used instead. The manager of the company is F. L. Lucas, who
is also manager of the Pontiac Light & Water Company. The road
is being constructed, and the engineering work is being done by the
Arnold Electric Power Station Company, of Chicago. Cars will be
supplied at 2300 volts, 25 cycles, from a generator in the plant of the
Pontiac Light & Water Company, the generator feeding direct
to the trolley line. A considerable saving over any other method
of construction has been made possible by the use of alternating-
current motors on this particular road, this being a case where it
was desirable to keep down the investment to the lowest point pos-
sible. .
NEW HAVEN ABANDONS THIRD RAIL
The New York, New Haven & Hartford Railroad Company is
dismantling its third-rail line between Nantasket Junction and
Braintree, and the announcement is made that the electrical equip-
ment and operation of its suburban lines will not be undertaken
until the invention of new appliances or the perfection of those now
existing makes such a step more feasible. An assertion by Presi-
dent Mellen, of the New York, New Haven & Hartford road, has
discouraged the hopes of residents of Boston that electricity would
soon be adopted as the motive power of lines into the new South
Station.
"We have not yet been able to make definite plans for electrical
equipment, and it is not likely that we shall be able to do so right
away," said Mr. Mellen.
"The trolley and the third-rail," another official is quoted as say-
ing, "have been found impracticable for our system, and if elec
tricity is further used bj our road for motive power it will probably
be in the form of an electric locomotive, although the electric loco-
motive has not yet reached an efficiency warranting its present adop-
tion."
The Nantasket branch of the New York, New Haven & Hartford
road was equipped with the third-rail several years ago as an ex-
periment. It is now stated that while the third-rail system has
proved satisfactory on that section of the line between Nantasket
Junction and Pemberton, where only the electrically equipped cars
arc operated, on the other section of the line, between Nantasket
Junction and Braintree, where steam trains also have been run,
the step has proved a failure. For tin's reason the Braintree-Nan-
tasket Junction equipment is now being abolished.
President Mellen, when pressed to be specific, said:
"Whatever experiments are decided upon will take place at the
New York end, where the problem is being worked out in connec-
tion with the subway. Whatever is decided upon with reference
in this and to the Pennsylvania tunnel will govern the electrical
plans not only of our road, but of all the other large roads in the
country."
ANNOUNCEMENT FOR SUPERINTENDENTS AND ENGINEERS
OF WAY
In the Street Railway Journal of Sept. 17, announcement was
made of the proposed changes in the constitution of the American
Railway, Mechanical & Electrical Association, so that this asso-
ciation could include superintendents and engineers of way. F. G.
Simmons, of the Milwaukee Electric Railway & Light Company,
who has been heading the movement to secure some kind of an
organization of way men, has just issued a circular which explains
the present situation as follows :
"The efforts expended to date in the attempt to organize the
superintendents and engineers of way have resulted in three propo-
sitions looking to this end.
"The first, which appears to be the most popular, would require
the reorganization of the American Street Railway Association
and its division into sub-organizations covering the different depart-
ments of the work.
"The second proposition contemplates an amalgamation with the
present 'American Railway, Mechanical & Electrical Association,'
and the necessary expansion of the work of that organization.
"The third, and the original intention, was an independent organ-
ization, but the concensus of opinion is very much against this idea
as multiplying to too great an extent the various expenses incident
to the annual meeting of the street railway interests, also as tend-
ing to strip the parent organization of all its functions.
"There is little hope of very much being accomplished at the com-
ing meeting in October, by the main association, although it is
more than probable the matter will receive careful consideration,
and in order that something may be accomplished during the ensu-
ing year it is proposed to extend the scope of the American Rail-
way, Mechanical & Electrical Association, so as to take in the
'way' men, and thereby provide for the preparation ot two or three
articles concerning the work of this important branch of the elec-
trical railway business.
"Future action of the parent association would lie in no wise
affected by this step, and a year's preparatory work in the organi-
zation of the 'way' men provided for."
A UNIQUE POWER PLANT SALE
Probably there has never before been such an opportunity to pur-
chase equipment for a power plant as is open now in connection
with the disposal of the service station of the Louisiana Purchase
Exposition. This plant was described in "The Engineering
Record" of Jan. 23, Feb. 27, and June 4 of the current year, and
also in the Street Railway Journal. It has a capacity of about
14,000 hp, and was designed and built to illustrate the best practice
in plants of such size. The equipment must be removed at the
close of the exposition and will be sold in whole or in part for
immediate delivery when the Fair is over. It was designed and
installed by Westinghouse, Church, Kerr & Company, of New York,
who will dispose of it, and has demonstrated its efficiency by con-
tinuing in steady operation for twenty-four hours a day since the
opening of the Exposition.
The equipment was all new and has been used just enough to
insure the good condition of all parts. The present purpose of
calling attention to this sale is to make known the great variety
of equipment which central stations will be able to secure. There
are four vertical cross-compound engines, with 38- in, and 76-in,
cylinders, 54-in. stroke, fitted with Monarch safety stops. Two
of these engines are direct connected to General Electric 2000-kw
generators, and two of them to Westinghouse generators of the
same capacity. These are three-phase, 25-cycle, 6600-volt machines
of the revolving field pattern. Steam is furnished by sixteen 400-
hp Babcock & Wilcox boilers equipped with Roney stokers.
The auxiliary apparatus will probably be particularly attractive
to a large number of central station managers. It includes a
Worthington Admiralty pattern boiler feed pump, twro Worthington
compound feed pumps, two Cochrane feed-water heaters and puri-
fiers, four 14- ft. mechanical draft fans, each driven by a Chandler
& Taylor automatic engine, two Worthington elevated jet con-
densers, a Worthington vertical dry vacuum pump and two Wor-
thington horizontal fly-wheel vacuum pumps, sixteen Seymour fans
driven by a Westinghouse compound engine, three Worthington
volute centrifugal pumps, three Westinghouse 80-kw exciter units,
a switchboard and all the appurtenances, and a 40-ton. 80-ft, 3-
motor Niles-Bement-Pond crane. Tn addition there is a large
amount of steam and water piping, valves, gages, traps and appara-
tus used in the I Tolly system for returning condensed water to
the boilers.
496
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
ANNUAL REPORT OF RAILWAYS COMPANY GENERAL
The report of the Railways Company General for the year ended
June 30, 1904, has just been made public. It shows earnings as
follows :
1904 1903
Income for year $45,901 $7S>532
Expenses, rent, taxes, etc 7,482 7,445
Net profit $38,419 $68,087
Previous surplus 85,957 17.870
Total surplus $124,376 $85,957
The general balance sheet as of June 30, 1904, compares as fol-
lows :
ASSETS
1904 1903
Cash $84,639 $30,076
Due from sub. companies 60,990 108,419
Bonds sub. companies 787,300 593,132
Capital stock sub. companies 242,723 256,090
Other securities owned 284,459 120,825
Sundry underwritings 24,500 183,865
Furniture, fixtures, etc 1,910 4,366
Capital stock R. Co. Gen. in hands of trust 34.000 34,000
Unpaid stock sub 28,000 28,000
Total $1,548,522 $1,358,677
LIABILITIES
Capital stock $1,200,000 $1,200,000
Notes due 224,145 72,917
Surplus 124,377 85,957
Total $1,548,522 $1,358,677
President E. R. Dick, in his annual report, says :
"The net operations of the various trolley lines owned and con-
trolled by this company have been unsatisfactory. The unprece-
dented severity of the last winter, especially in Michigan, caused a
loss in receipts accompanied by heavy increased expense for opera-
tion. The necessity of improvements to the Michigan Traction
Company, added to expenditures forced upon that company by the
cities of Kalamazoo and Battle Creek, required the expenditure of
$164,191. The Michigan Traction Company has been compelled to
build various extensions in Michigan, and, in order to secure a first
mortgage bond that would be collateral, the Michigan Traction Ex-
tension Company was organized and all new mileage constructed
under its charter. The entire capital stock of the Michigan Trac-
tion Extension Company was delivered to the Michigan Traction
Company in consideration of the Traction Company leasing the
Extension Company under a lease, the terms of which guarantee
interest on the Extension Company's bonds. As the entire capital
stock of the Extension Company is owned by the Traction Com-
pany, all earnings would go into the treasury of the Michigan Trac-
tion Company. As additional security for the Traction Extension
loan, the second mortgage bonds of the Michigan Traction Com-
pany have been deposited with the trustee of the Extension mort-
gage.
"For the various sums advanced for improvements, extensions
and equipment, there have been delivered to the Michigan Traction
Company first mortgage collateral trust bonds of the Michigan
Traction Extension Company amounting to $326,000. which are
held in the treasury of the Railways Company General. The new
mileage built during the last year has resulted in considerable in-
crease of gross earnings, while the additional equipment and im-
provements to the property have resulted in a considerable decrease
in the ratio of operating expenses, so that, in case no ill luck such as
the severity of last winter takes place, it is probable that the Michi-
gan Traction Company will not only be self-supporting, but will
begin to pay back to the Railways Company General the money
which the latter has been compelled to advance in past years.
"In answer to inquiries from various directions as to the unsat-
isfactory showing made by the Railways Company General, the
management can only state that the operation of small indepen-
dent trolley lines would seem to be as difficult and as unsuccessful
as the operation of the small independent steam lines as they ex-
isted thirty years ago, and that practical results will not be realized
until consolidations are forced upon them either by bankruptcy
proceedings or by amicable agreement between the various con-
necting lines, and further, the absolute impossibility of selling to
the investing public the bonds of these small trolley lines, makes
it necessary for any surplus over and above their bonds to be put
back into the property in order to make improvements and exten-
sions required by the normal growth of the companies.
"The policy of your management is, if possible, to arrange for
the consolidation of the various controlled trolley lines in order
that net returns shall improve and the present unsalable securities
in the treasury of the company be replaced by those that can be
negotiated.'''
AMERICAN LIGHT & TRACTION REPORT
The American Light & Traction Company reports for the period
extending from July t, 1901, to July 31, 1904, as follows: Earnings
on stock owned, $2,735,105 ; interest on loans, etc., $249,891 ; gross
earnings, $2,984,996; expenses, $72,282; net earnings, $2,912,714;
dividends paid on preferred stock (6 per cent), $1,549,167; un-
divided profits, $1,363,547.
The statement of assets and liabilities as of Aug. 1, 1904, shows:
Assets — Stocks of subsidiary companies owned (cost) $12,244,595;
bonds, $100,345; bills receivable, $1,651,977; earnings (due A. L.
& T. Co.), $961,197; interest, $20,441; miscellaneous stocks owned
(cost), $99,104; office furniture and fixtures, $1,025; cash on hand,
$362,562; total, $15,441,247. Liabilities — Preferred stock, $9,396,-
900; common stock outstanding, $4,680,800; undivided profits to
date, $1,363,547; total, $15,441,247.
The company has not yet published separately its statement of
earnings for the fiscal year ended July 31, last, but by adding the
results of operations for the two last preceding years and deduct-
ing the totals from those contained in the current statement for
three years the following results are arrived at for 1904 :
1904. 1903. Increase.
Gross earnings $1,099,600 $1,092,063 $7,537
Operating expenses 27,135 25,078 2,057
Net earnings $1,072,465 $1,066,985 $5,480
Preferred dividends 563,815 528,337 35,478
Surplus $508,650 $538,648 *$29,998
*Decrease.
The surplus for the year is equal to approximately 11 per cent
on the $4,680,800 outstanding common stock.
THE GREAT FALLS & OLD DOMINION ELECTRIC RAILWAY
The grading of the Great Falls & Old Dominion Electric Rail-
road is completed for half the distance between Washington and
Great Falls. The distance covered by the graded roadbed is 7^4
miles, reaching to a point between Lewinsville and Langley. The
rails have been laid across the Aqueduct bridge and the reconstruc-
tion of the bridge accomplished at a cost of $60,000. Many addi-
tional supports had to be put in, and over the canal, on the west
side, a complete truss was built to insure the safety of the struc-
ture. At the southern end of the bridge a large fill has been made,
widening the approach to the bridge, so that there will be plenty of
room for the new tracks without interfering with traffic on the road-
way. A large excavation has been made in the hillside at the
Virginia end of the bridge, wherein a car shed or freight station
will be erected. The power house will be constructed at the base
of the hill east of Rosslyn, near the Potomac, where the Baltimore
& Ohio Railroad will run in a siding to supply coal direct at the
plant. The scope of many of the details of the work depends en-
tirely upon the decision of the question whether the company will
be permitted to run its proposed crosstown line in the district. If
the franchise is granted the trackage arrangements will be different
from those contemplated for the road without city connections.
If the line is to be suburban solely, the trains from Virginia will
be run across the bridge to the base of the wall at the foot of
Thirty-Seventh Street, from which they will have to be backed
out again. But if the crosstown line becomes a reality, the city
cars will run across the bridge and around a loop on the Virginia
side, and the suburban cars will stop at a passenger station which
will be erected there. Incoming and outgoing passengers would be
transferred from one line to the other under the shelter of this
station. On the portion of the grading yet to be accomplished
there will be four bridges, besides a viaduct 400 ft. long at Difficult
Run. This viaduct will reach an altitude of 60 ft. at the highest
point. Bids have been received for the completion of the balance
of this work, and the contract will probably be awarded this month.
October i, 1904.]
STREET RAILWAY JOURNAL.
497
CONTRACT AWARDED FOR NEW PENNSYLVANIA LINE
The Scranton, Factoryville & Tunkhannock Electric Railway
Company has given the contract for the building and equipping of
30 miles of line from North Main Avenue, Scranton, to Tunkhan-
nock, via. Factoryville, Clark's Green, Glenburn, Dalton and La
Plume, with a spur to Lake Minola, to the American Limestone
& Cement Company, a Pennsylvania corporation, for the sum of
$950,000. The line will be built over private right of way, all of
which has been secured, and will carry freight as well as passen-
gers. Construction work will not be commenced before next spring.
A station will be built on North Main Avenue, Scranton, within 50
ft. of the line of the Scranton Railway Company. Eventually
the line is to be extended to Williamsport. Among those interested
in the new company are Deputy Attorney-General Fleitz, James P.
Dickson, J. P. Suisher and L. P. Carter, of Scranton. The officers
of the American Limestone & Cement Company, whose plant is at
Turbotsville, Pa., are: C. D. Eaton, of Berwick, president; J. H.
Catterall, of Berwick, vice-president and secretary ; Harry E. Long,
treasurer ; L. D. Dodge, general manager ; W. C. Farrington, gen-
eral superintendent.
EXHIBIT OF THERMIT RAIL WELDING IN ST. LOUIS
The Goldschmidt Thermit Company has arranged to give daily
exhibitions of its system of rail-joint welding during the con-
ventions at St. Louis, Oct. 10 to 15. These demonstrations will
be given in a space adjoining the exhibit of the company, which
is in the Metals Pavilion, opposite the south corner of the Mines
and Metallurgy Building, and, if necessary, more than one exhi-
bition will be given each day. The company wishes to demon-
strate in this way to those delegates who have not seen a thermit
reaction, the simplicity and quickness of the process.
+++
TERRIBLE ACCIDENT TO AN ELECTRIC CAR NEAR BOSTON
An outward bound electric car from Boston to Melrose, Mass.,
containing thirty-two passengers, was blown to pieces at 8 o'clock
Wednesday evening, Sept. 21, near the corner of Wyoming Avenue
and Main Street, Melrose, by striking a 50-lb. box of dynamite that
had fallen off an express wagon.
Six persons were killed, three more died of their injuries within
an hour, and nineteen others on the car were taken to the two hos-
pitals suffering from all sorts of wounds. At least a score of
people in the immediate vicinity of the explosion were treated for
cuts from flying glass and splinters.
The driver of the express wagon, when he discovered that the
box had dropped off, rushed back to get it, but before he got within
a hundred yards of the box the car came along and was blown up.
CHICAGO TUNNELS AND LOCAL TRANSPORTATION
The Chicago tunnels having been ordered lowered by an Act
of Congress because of the obstruction they offer to navigation,
the city of Chicago is now taking steps to accomplish this. This
is a matter in which the street railway companies are vitally inter-
ested, as they occupy all the tunnels with tracks. Two of these
tunnels are owned by the city, and the third by one of the com-
panies. The idea is to have the tunnels vacant so that they can
be removed or altered by Jan., 1905. The local transportation
committee has been submitted two reports by experts on problems
connected with tunnel lowering. One of these, by George W. Jack-
son, one of the prominent engineers of Chicago, relates especially
to the tunnel lowering proposition, and the other report, by George
A. Yuille, with whom street railway men are familiar, relates to
the routes for cars and methods of operating after tunnels shall
have been abandoned. The report of George W. Jackson recom-
mends the abandonment of the La Salle and Washington Street
tunnels and their destruction. He takes the position that it would
cost more to lower the tunnels and widen them than to destroy
the old tunnels altogether and build new tunnels either in the pres-
ent locations or on other streets. Pie favors the construction of
new double roadway tunnels having grades not to exceed 4 per
cent to take the place of the present tunnels. A new subway could
be constructed at either Clark or Dearborn or at La Salle Street,
if necessary, though extra precautions would have to be taken at
La Salle Street properly to protect the city's present water tunnel.
In other respects the construction at La Salle Street would be
easier owing to the unobstructed condition of the river as compared
with either Clark or Dearborn Streets. The cost of destroying the
La Salle and Washington Street tunnels, filling the approaches with
clean sand, and constructing bulkheads inside of the established
dock lines in the tunnels, he estimates at $155,000. The cost of a
subway 2800 feet in length at either Dearborn, Clark or La Salle
Streets is estimated at $1,170,000, and the cost of a similar subway
at Washington, Madison or Monroe Streets, $1,090,000. He sub-
mits plans for subway loops connecting the north and west sides of
the down-town district. These plans, however, are somewhat ten-
tative, as the exact routes across the river, he states, can be altered
He concludes with the following recommendations :
"1st. That the La Salle and Washington Street tunnels be de-
stroyed immediately, and that bascule bridges be constructed as
soon as practical at these points.
"2d. My opinion is that there is a necessity for a comprehensive
subway system, as well as modern double roadway bascule bridges
located about St. Clair Street for boulevard purposes ; at La Salle
Street, Franklin Street.Washington- Street and Monroe Street. The
rapid opening and closing of the modern lift bridges reduces to a
minimum the delay of traffic crossing the river, and navigation in the
river as compared to the old style draw-bridge. Five new bridges can
be built for an amount not exceeding two million dollars ($2,000.-
000), including about foity-five hundred (4500) ft. of viaduct."
He says : "In conclusion, I beg leave to suggest that plans be
drawn for a comprehensive traction subway of terminal loops to
provide for the handling of all traffic between Michigan Avenue,
Halsted Street, Twelfth Street and Chicago Avenue, my opinion
being that if a traction subway is to be built, it should be planned
on a scale sufficient to meet the city's future needs. The construc-
tion of two new tunnels to take the place of the present tunnels
will afford no additional advantages in the matter of relieving
the congestion in the down-town district, unless bascule bridges
are built' at various points and a number of surface car lines re-
routed. The La Salle and Washington Street tunnels were con-
structed about thirty-five years ago, when the city had less than a
fourth of its present population. If the tunnels were necessary
then to meet the needs of transportation, it seems evident that they
must be supplanted with new bridges or a comprehensive traction
subway system of loops in the territory described.
The report submitted by George A. Yuille gave a plan for oper-
ating cars from the north and west sides into the down-town dis-
trict after the down-town cable loops are abandoned because of the
removal of the tunnels. This plan is to haul the cable trailers be-
hind short electric motor cars from points short distances north
and west of the river. The- receivers of the Chicago Union Trac-
tion Company object to this plan because of the difficulty of oper-
ating electric motor cars with trailers in the down-town district
and up the grades approaching the bridges, and wish to string
trolley over the cable lines and handle all traffic with regular elec-
NEW YORK, NEW HAVEN & HARTFORD BUYS ANOTHER
ELECTRIC ROAD-NEGOTIATING FOR STILL MORE
The New York, New Haven & Hartford Railroad, pursuing its
policy of buying street railway lines which parallel its existing
tracks, and which are becoming dangerous competitors for pas-
senger traffic, bought, Sept. 22, the Worcester & Blackstone Valley
Street Railway, a road 17 miles long running between Worcester
and Whitinsville. The purchase price has not been made public.
The road was started in 1895, and before cars were put in opera-
tion it went into the hands of receivers. Four years ago it came
under the control of Matthew J. Whittall, of Worcester, Mass.,
and since that time it has been extended and conducted success-
fully. When the property was sold, the old officers all resigned
and were replaced by men whose names have not been announced.
The New York, New Haven & Hartford Railroad is said to be
negotiating for the purchase of the Middletown Street Railway,
of Middletown, Conn. It is said that the company will, if it
secures control of the Middletown Company, extend the Portland
line to connect with the line from South Glastonbury into Hartford,
and thus lay the foundation for a belt line on both sides of the
river. It is said they will also get possession of the charter now
held for a line from the end of the Wethersfield line to Middletown
by way of Cromwell and that the cars will cross on the Air line,
instead of on the highway bridge, where an extra toll of 3 cents
is now charged, so that travel is greatly restricted. It is also said
that a line is planned for East Hampton. It is desirable to have
the Middletown Street Railway Company's lines in order to carry
out the plan to build from Hartford to Middletown.
498
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 14.
ELECTRIC RAILWAY IMPROVEMENTS IN TACOMA
W. S. DIMMOCK
An interesting example of several different types of railways
which are successfully operated under one management is that of
Tacoma, Wash., where the Tacoma Railway & Power Company
and the Puget Sound Electric Railway Company have the same
managing officials. These properties cofnbine cable, trolley, third-
rail and steam lines, operating passenger and freight business over
city, suburban and interurban roads. The general management
is vested in Stone & Webster, of Boston, the owners, but the active
and detailed control of the systems is in the capable hands of W.
S. Dimmock, who occupies
the position of manager in
both companies. The diver-
sity of the lines and the
variety of equipment and ser-
vice call for a careful con-
sideration of details and a
broad and liberal policy with
employees and the public, and
Mr. Dimmock's wide experi-
ence has specially fitted him
for the work. He was for-
merly connected with steam
road operation and entered
the electric railway field in
1892, in Omaha, where he
was general manager of the
Omaha & Council Bluffs and
the Omaha & Southern Rail-
ways for about six years.
In 1900 he left Omaha and assumed the general management
of the Richmond Passenger & Power Company, of Rich-
mond, Va., controlling lines in Richmond and Petersburg
and an interurban road between the two cities. Pie left
this position in July, 1901, to go with Stone & Webster, of
Boston, and a month later was appointed manager of the Tacoma
Railway & Power Company, at Tacoma, Wash. In January of the
following year, in addition to the duties with the Tacoma system,
he was made manager of the third-rail Seattle & Tacoma Inter-
urban Railway, which had commenced operation in Sept., 1901,
and is now known as the Puget Sound Electric Railway.
The growth of a heavy freight traffic between the two companies
demanded a change of the gage of the Tacoma lines from 3 ft.
6 ins. to standard gage, and this work, involving 87 miles of track,
has been successfully and economically carried out during the past
year. The alterations involved changing all the trucks and splic-
ing the axles, and this work has been done in the shops of the
Tacoma Railway & Power Company. The widening of the gage
has given the company an opportunity to improve its roadbed, and
there is hardly a rail in use that was in place two years ago.
Double-truck modern cars have replaced the single-truck cars for-
merly in use, and in many cases two old 16-ft. cars have been
spliced to form a large and serviceable double-truck car.
On the suburban lines of the Tacoma Railway a large freight
business has been developed, lumber, cord wood and coal being
hauled in car load lots. The freight business on the Puget Sound
Electric Railway between Tacoma and Seattle is handled in exact
accordance with steam road methods and has reached good propor-
tions. All the freight equipment is of standard steam road con-
struction. In connection with the main third-rail line is a logging
road branch which is operated by steam locomotives.
A novel feature of the freight business of the interurban is a re-
frigerator line, which lias recently been established for a meat pack-
ing company in Tacoma. Exceedingly large cars are used, they
being of sufficient height to allow the beef, which is dressed in
halves, to be run in on tracks and suspended vertically. Two of
these cars are now in use, and eight more are being built. This
service is an unusual one for an electric railway, but it is being
carried on very successfully.
"Mr. Dimmock is now on a tour of the Eastern cities.
STREET RAILWAY PATENTS
[This department is conducted by Rosenbaum & Stockbridge,
patent attorneys. 140 Nassau Street, New York.] ,
UNITED STATES PATENTS ISSUED SEPT. 20, 1904
770,464. Convertible Car ; Walter H. Hoven, Salt Lake City,
Utah. App. filed June 29, 1904. Consists of windows filling the
spaces between the side posts, and each consisting of an upper and
a lower sash, the lower sash being adapted to be pushed upward
beside the upper sash, and both sashes adapted to be swung upon
a hinge inward and upward and attached to the ceiling of the car.
The cross-seats have a removable section in the middle to provide
an aisle extending throughout the length of the car.
770,698. Railway Car; Isaac W. Phelps, New Bedford, Mass.
App. filed Nov. 21, 1903. Hangers pivoted to one side of the car
and to a longitudinally- extending guard rail, are so located as to
normally support the rails between the side standards of the car
and the grab handles, and a lug and catch for securing the rail
in either raised or lowered position.
PERSONAL MENTION
MR. HOWARD FRAVEL, superintendent, and Claude Conelo,
master mechanic of the Dayton & Western Traction Company, of
Dayton, Ohio, have resigned from the company.
MR. JACOB HILL BYRNE, secretary of the Lancaster & York
Furnace Electric Railway Company, of Lancaster, Pa., was mar-
ried last week in Lancaster to Miss M. Deborah Allwein, of that
city.
MR. GEORGE G. MULHERN, formerly general superin-
tendent of the Cleveland Electric Railway Company, has resigned
as a director of the company, and, it is stated, has sold his stock
111 the company. His resignation as director has been accepted,
but his place has not been filled. Mr. Mulhern is candidate for
Sheriff of Cuyahoga County on the Republican ticket.
MR. A. W. BRADY has been elected president of the Indiana
Union Traction Company and the Indianapolis Northern Traction
Company to succeed Mr. George F. McCulloch, who tendered his
resignation at a meeting of the directors held in Philadelphia last
week. Mr. Brady has been general counsel as well as vice-presi-
dent of both companies, and is thoroughly familiar with the prop-
erties and the duties of his new office. Mr. McCulloch has been
elected president of the boards of directors of the companies, and
will continue to be identified with their management. Mr. Brady
will reside in Anderson. Mr. W. Kelsey Schoepf, of Cincinnati,
was elected vice-president and Mr. W. C. Sampson re-elected secre-
tary-treasurer.
MR. THOS. FARMER, for the past year superintendent of the
G. C. Kuhlman Car Company, and previously superintendent of mo-
tive power of the Detroit United Railway Company, has opened
an engineering office in the Electric Building, Cleveland. It is
Mr. Farmer's intention to make a specialty of inspecting cars in
process of construction at the various car manufacturing plants, and
if desired, to furnish specifications under which they are to be built.
This is a branch of engineering that has never been specialized by
any individual or firm, but is one for which Mr. Farmer is especially
trained. In addition to his connection with the Kuhlman Company,
be held the position of superintendent of motive power and car
shops of the Detroit United Railways for a period of nine years,
and the experience gained in that time in practical operation of
rolling stock, coupled with previous experience in car building,
makes him exceptionally well fitted to prepare the work which he
has undertaken. Mr. Farmer already has the clientage of a number
of the large roads, some of which have abandoned their old manner
of inspection in favor of the methods he presents, which cover
among other good points a daily report to the purchaser as to the
progress of the work. Mr. Farmer was the founder and first
president of the American Railway Mechanical and Electrical As-
sociation, and is also a member of the Detroit Engineering Society.
MR. OLIVER SHIRAS, one of the best known and most popu-
lar of the representatives of the British Westinghouse Company in
England, has resigned his position with that company and has re-
turned to New York to take up an important new position as
electrical superintendent of parent and subsiduary companies of
the International Nickel Company, of New York. Mr. Shiras has
been in England for about four years, having occupied the position
as manager of one of the branch offices of the British Westing-
house Company, during which time he has become extremely well
known and popular with electrical engineers and managers of tram-
way companies in that country. Mr. Shiras was graduated from
Cornell University in June, 1897, taking the degree of mechanical
and electrical engineer, afterwards, up to the year 1900, acting as
assistant to the chief engineer of the New York Telephone Com-
pany. Mr. Shiras, when in England, acted as president of the
Cornell Club, of London, and was recently given a dinner by that
association, at which were present about seventy-five of his most
intimate associates and friends, who gave him a most hearty send
off, and indulged to their hearts' content in the Cornell yell, a pro-
ceeding which seemed to take his English friends by storm. The
meeting was presided over by Mr. J. G. White, of New York and
London, and many speeches were made expressing great regret at
Mr. Shiras' departure for iMew York. Mr. Shiras will hereafter
have his headquarters at 3 Exchange Place, New York.
INDEXED
Street (Railway Journal
Vol. XXIV. NEW YORK, SATURDAY, OCTOBER 8, 3 904. No. 15.
Published Every Saturday by the
McGRAW PUBLISHING COMPANY
Main Office:
NEW YORK, Engineering Building, 114 Liberty Street.
Branch Offices:
Chicago: Monadnock Block.
Philadelphia: 92S> Chestnut Street.
Cleveland: Cuyahoga Building.
London: Hastings House, Norfolk Street, Strand.
Cable Address, "'Stryjourn, New York"; "Stryjourn. London"— Lieber's Code
used.
ST. LOUIS HEADQUARTERS:
Section 1, Electricity Building, Louisiana Purchase Exposition.
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Subscriptions payable, in advance, by check or money order. Remittances
for foreign subscriptions may be made through our European office.
Copyright, 1904, McGraw Publishing Co.
Entered as second-class matter at the New York Post Office.
EDITORIAL NOTICE
Street railway news, and all information regarding changes of officers, new
equipments, extensions, financial changes and new enterprises will be greatly
appreciated for use in these columns.
All matter intended for publication must be received at our office not later
than Tuesday morning of each week, in order to secure insertion in the
current issue.
Address all communications to
STREET RAILWAY JOURNAL,
114 Liberty Street, New York.
Our Twentieth Anniversary
With this issue the Street Railway Journal is twenty
years old. Our first number was published in November, 1884,
at the dawn of the electric railway industry, and the paper has
grown in size and importance continually since that time with
the motive power whose development it has so faithfully chron-
icled. We may perhaps be pardoned if, at the outset of this, the
largest number ever published of any technical or trade paper,
we refer to the differences between this publication now and
twenty years ago. The change from less than 500 annual pages
to nearly 7000 was not made suddenly, but like that of the elec-
tric railway industry, was a gradual development, accompanied
by a painstaking effort to serve the street railway companies
of the country to the best of our ability.
Although many of our very early numbers were devoted
largely to the subject of the horse, we tolerated horse railroad-
ing only for lack of better things. It has always been a source
of pride with us that we were among the first to recognize the
importance to both the railway companies and the general pub-
lic of the introduction of improved motive power, and that we
strenuously advocated first the cable and then electricity when
the first was used only in a few cities in the far West and the
latter was still in the experimental stage. The work of
Sprague. Van Depoele and other pioneers soon raised
the electric railway to a predominant position in the
field. Nevertheless, the general acceptance of the over-
head system by city councils and the general public
in the early days was reached only after a long and
arduous educational campaign in which this paper played no
small part. Then followed the various problems of operation,
and as each has arisen this paper has attempted to assist in
their solution by presenting the testimony of different experts
upon the topics under discussion and describing the practice
on various roads. .We have been able to do this only through
the uniform courtesy and generosity with which street railway
managers have met our requests for information. And we
wish on this occasion to express our appreciation of the great
assistance which we have always received from them and our
readers in general, of their leniency toward our shortcomings,
and the broad policy which has always characterized them in
their dealings with the technical press.
This Number and Its Contributors
No more fitting way, it has seemed to us, was possible to com-
memorate the twentieth anniversary of this paper than by the
publication of a series of articles on the achievements of those
early workers who have made the electric railway what it is to-
day. During the past twenty years history has been made
rapidly and our columns have been taxed to record the progress
of events. During this time both the publishers of the paper
and its readers have lead a strenuous life. Neither has taken
much time — we certainly have not — to cast a look backward and
consider, even as briefly as has been necessary in this issue, the
services of those who gave to the field during the early years
their best thought and efforts. Yet what a glorious record it is !
And how greatly has the structure of the modern industry de-
pended for its stability upon the firm foundations of corpora-
tion law and electrical science laid by those pioneers in both
horse and electric traction of the early days. It is true failures
were encountered, at times progress was along wrong lines and
steps had to be retraced, but as a whole the development has
been so rapid that the practice of twenty or even ten years ago
seems now most antiquated.
In view of the extent to which the Louisiana Purchase Ex-
position has been described and illustrated in previous issues
of this paper, as well as in the outside press, we have not
thought that it was necessary to devote any additional space
5 00
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
in this issue to it. To obtain even a superficial idea of its im-
portant features, a visit to St. Louis is necessary, and we
strongly recommend such a trip to all who can possibly arrange
it, as one of the best educational helps which this country af-
fords. Our own previous articles on the street railway ex-
hibits at the Fair have called attention to the most important
objects of railway interest at St. Louis. We have also de-
scribed at considerable length, earlier in the year, the street
railway systems of St. Louis, so that in the article on them in
this issue no attempt has been made to do more than describe
the general situation in St. Louis and mention briefly some of
the most interesting features of the system.
The Development of the Industry
The list of contributors to this number is so large and each
is so prominent in the field discussed by him that no attempt
will be made in this editorial to refer individually to any of the
several articles. Nevertheless, it might be appropriate to point
out briefly the principal directions in which the street railway
of to-day differs from that of even a decade ago, when electric
traction had won a predominant position in the transportation
field, but when the methods of operation varied but little from
those of the preceding horse car days.
In the first place, we see a most striking difference in the
form of street railway corporation. Consolidation has been
the order of the day, and the cities in which there is more than
one organization supplying local street railway transportation
are now extremely rare.
With the increase in size of the street railway corporations,
there has been an increase rather than a decrease in the atten-
tion given to the employee and the opportunities afforded for
individuality and recognition of meritorious work. The dis-
cipline, or, to use a better word, the government of the men, is
based now in all progressive companies upon scientific princi-
ples. Instead of being one of a large number from whom a
mediocre or passable performance is expected, the modern man-
ager gives every opportunity to each employee to distinguish
himself by meritorious service, and recognition of this kind is
often stimulated by prizes for the economical use of current,
freedom from accidents and in other ways. The result has
been to create, as one writer in this issue has happily put it, a
new guild or craft of intelligent, ambitious workmen, which
cannot but have a most important and beneficial effect on the
body politic.
Great as have been the changes in the human side of the
electric railway, the improvement in the mechanical and elec-
trical departments has advanced with equal steps. The cars
have grown longer and heavier, and the semi-convertible type
has been introduced to supply the demand for a car which
would be suitable for both summer and winter service. The
changes in motors have been principally in the direction of im-
proving their mechanical construction. The track has also
been made more substantial, although the principal improve-
ment in the permanent way department during the last ten
years has been in the development of durable special work.
Power station design has been greatly modified, and promises
to undergo still further changes during the next few succeed-
ing years. The modern power station dates practically from
the "Intramural" power house of 1893, at which the first large
direct-connected direct-current unit ever installed was put in
operation. The evolution of the turbine during the past year
has given an enormous incentive to the manufacturers of re-
ciprocating engines to supply the most economical machine
which they can build, while the gas engine looms up in the
background as a possibly formidable, although as yet compara-
tively untried, competitor to the reciprocating and rotary
engine.
One can hardly realize that it is less than eight years since
any serious attempt was made to establish a uniform system of
accounting, but no review of the development of the industry
would be complete without a reference at least to this im-
portant achievement. Not only have the methods of account-
ing been placed on a scientific basis, but by the introduction
of the car-hour unit as well as the car-mile, the street railway
manager has been afforded a double basis for comparison,
which experience has shown to be extremely useful.
Operating Voltage
In possibly only one important respect has there been no
radical change in electric railway work during the past twenty
years. Electric railways have steadily been, and still are, the
slaves of a low-working voltage. In fifteen years of enor-
mously rapid physical growth, during which the electric motor
has revolutionized rapid transit completely, the customary volt-
age of operation has risen by hardly more than 10 per cent or
15 per cent, unless one takes into account the very early and
quickly abandoned trial of 400 volts. There is, of course,
reason for this moderation, in that 500 volts, the nominal stand-
ard, was for some years assumed to be safe so far as danger
to human life was concerned. But while not highly dangerous,
this pressure is certainly capable, as unfortunate chances have
shown, of causing fatal results, although custom and the stand-
ardization of motor equipments tend to preserve it even up to
the present. This moderate voltage has been thus retained,
and it constitutes at once a serious limitation and an incentive
for improved methods of distribution. It is the old struggle of
the electric lighting industry over again, with somewhat simi-
lar results.
Large amounts of current can be transmitted to motors, fixed
or moving, only at great expense for copper and at great loss
of energy. Hence, as traffic over electric lines grew heavier,
the problem of getting the power to the motors became pro-
gressively more and more serious. But during the early stages
of electric traction, while cars were yet light and speeds low,
the simplest methods were reckoned the best, and additional
copper was installed when it became necessary. Before long,
electric roads began to expand into the second stage of their
development, passing from mere tramways to the dignity of im-
portant interurban service, and thus increasing in length to an
extent that greatly aggravated the difficulties of distribution.
Just as this juncture began the sensational growth of long-
distance power transmission, marked by the advent of poly-
phase apparatus. Up to a dozen years ago, there was no feasi-
ble method available for the transmission of power for railway
or any other purposes. The best that could be done in a rail-
way plant was to raise the voltage and let it go at that, and as
lines grew longer this proved to be an expensive remedy. One
of the early suggestions for relief was the adoption of the
three-wire distribution which had proved so successful in light-
ing work, with 1000 volts thus utilized for transmission, while
individual motors still worked at 500 volts. The method was
tempting, but proved a failure in practice. Street car traffic is
so irregular in amount and distribution that proper balancing
has uniformly proved impracticable for general service, and
for lack of it unusual strains are imposed on the motors and the
item of repairs goes up. In fact, one has regretfully to write
October 8, 1904.]
STREET RAILWAY JOURNAL
down the three-wire system as a failure unless for some special
cases.
Hut power transmission hy polyphase alternating current was
quite another matter and relieved electric traction from some
very embarrassing limitations. The first uses of power trans-
mission, however, did not come about through a deliberate
effort to reduce the difficulties of distribution, but from a sim-
ple and natural desire to cut down the cost of power required
by a railway system, through the substitution of transmitted
hydraulic power for steam power in driving the generators.
To the best of our knowledge, this was at the Taftville installa-
tion a little over ten years ago, and from it sprang the im-
portant system of polyphase distribution which has been
adopted on so many roads. The rotary offered so simple and
direct a means of getting current from the transmission cir-
cuit that practically no other attempt has ever been made in
this countrv to work distribution sub-stations in any other way.
On long lines the rotary offered relief from Ohm's tribute 10
copper and robbed the distribution of its terrors on interurban
lines, and while somet:mes applied without sufficient provoca-
tion, has had a highly stimulating effect on the long-distance
railway.
The Single-Phase System
We do not intend to discuss in this issue whether the rotary
converter is to be relegated to the scrap pile or is still to con-
stitute an important feature of our power distribution systems.
This subject was treated extensively at the meeting last month
of the International Electrical Congress, a report of which was
published in our last issue, and was discussed editorially in
that and the preceding number. Independent of its desirability
or non-desirability on city systems or on heavy trunk lines run-
ning a frequent service, it certainly can be figured out that a
single-phase motor system presents many advantages in dis-
tribution and can be installed on long lines with admirable re-
sults in economy. This fact, combined with the ability of the
alternating equipments to work over direct-current distributing
systems, will give the system, in our opinion, a wide field in
electric traction work. Of course, there is a natural disposi-
tion to wait until the roads first installed have made a definite
showing of some sort, but this fact only quickens one's interest
in results. One of the strong points claimed for the alternating
system is its very ready applicability to roads already having
transmission plants, and we believe that the temptation to try
the experiment will be very strong. Street railway men have
heretofore always displayed a very keen interest in improve-
ments, and have been by no means slow to try them. We shall
hope ere long to be able to present to our readers actual re-
sults from the single-phase railway motors, and await them
anxiously.
Very heavy traction service, with short train intervals, as
we have already intimated, is governed by somewhat different
conditions. There is less objection to the third rail and to the
cost of labor of attendants at sub-stations and other circum-
stances which are favorable to d. c. operation. Fortunately,
in the New York Central installation the adaptability of d. c.
equipments to a service of this kind will be thoroughly deter-
mined, and we believe with eminently satisfactory results. It
is therefore with a feeling of confidence that the glorious record
of electric railway development which we have seen in the past
will be continued in the future that we look forward to the
events of the next few years.
In this cursory review of the present, we have dwelt per-
haps more strongly on the present status of the a. c. motor and
the opportunities afforded by it for an increase in operating-
voltage than on any other branch of railway work, but it has
been simply because this feature i> of paramount railway
interest at present. We do not depreciate the efforts which
are being successfully made in other fields of endeavor, notably
in power station design and car construction ; each w ill add its
quota to the successful road of the future. Nor do we believe
that the single-phase system is the panacea for all of the elec-
trical ills of the railway industry. Nevertheless, we feel con-
fident that it will ultimately furnish the solution for many of
the difficulties in electrical distribution which we are experi-
encing to-day.
The Subway
As the early part of this volume is devoted to a record of the
early days, it seems quite appropriate that the later pages
should treat of the present. No more striking example of the
ability of electric power to cope with city transportation exists
in this country than in the magnificent underground transit
system which is now being completed in New York City. The
publishers of this paper have been fortunate in being able to
secure for this issue an account of the four principal features
of the subway construction which are interesting from a trans-
portation standpoint. The articles by Messrs. Van Vleck and
Still well, respectively, on the power station and electrical fea-
tures of the system, and the two articles on cars and the block-
signal system which have been built and installed under the
direction of George Gibbs will, we are confident, prove of the
greatest engineering value to the street railway industry.
The construction of the power station for the operation of
the subway involves man}' triumphs, both in steam and electric
engineering. The plant is notable for the interesting arrange-
ment of coal bunkers and economizers, and the provisions
which have been made for the use of superheated steam. An
interesting construction feature is also the location of each of
the six 225-ft. brick stacks upon the structural-steel frame work
of the building so as to save space in the boiler room below.
The engines, which are of the Manhattan type, have the un-
usually large ultimate capacity of it, 000 hp, and are direct
coupled to alternating-current generators of 7500-kw capacity.
The high-tension alternating-current distribution system, in-
volving the use of rotary converter sub-stations, is used, and
many unusual provisions have been made to provide absolute
reliability of operation. An extreme refinement is to lie noted
in the provision of an automatic signaling system for instantly
turning off power from the third rail in case of accident. A
repetition of the Paris subway disaster is rendered impossible,
both on account of the use of the steel cars and also the pro-
vision for lighting the subway independent of the power-feeder
circuits.
The construction of the new steel cars is worthy of careful
study by those interested in rolling stock, on account of the
novel method of supporting the floor load of the car from the
side framing — a radical departure from previous methods of
car construction. In this way the weight of the car has been
kept down to that of equivalent wooden construction. In other
details also, such as the arrangement of the motorman's cab.
car wiring, etc., these cars are improvements over anything
that has heretofore been built. The block-signal system in-
stallation is one of the most complete that has ever been in-
stalled, and introduces the use of main novel ami interesting
features. A study of this great installation, embracing the per-
fection of skill in both the electrical and mechanical fields, w ill
prove both interesting and profitable.
1
THE ELECTRIC RAILWAYS OF ST. LOUIS
SO much attention has been given to the electric railways
of St. Louis in these columns the past two years that
it is not now necessary to go into any extended discus-
sion of them, but rather to give a brief summary of the situa-
tion, enlarging on a few things not before described. Since
the American Street Railway Association met in St. Louis in
1896 great changes have been made, both in the organization
Railway Company, Missouri Railroad Company, the Southern
Electric Railroad Company, and the St. Louis & Suburban
Railway Company. Since then the long-talked-of consolidation
has taken place, and the St. Louis Transit Company controls
all the lines in the city of St. Louis save those of the St. Louis
& Suburban Railway Company. A map of the lines of the St.
Louis Transit Company is published on the opposite page. In.
INTERIOR OF THE PARK AND VANDEVENTER STATION OF THE ST. LOUIS TRANSIT COMPANY
and physical equipment of the street railway properties. In
1896 there were no less than six important street railway com-
panies operating in the city. These were the Lindell Railway
Company, the Union Depot Railroad Company, the National
A 36-IN. AND 70-IN. X 60-IN. ENGINE AND GENERATOR IN THE
STATION OF THE ST. LOUIS TRANSIT COMPANY
addition to the lines shown on the map, the company owns am
interurban line to Creve Coeur Lakes, which lie to the west of
the city.
Of the suburban or interurban electric lines outside of the
COOLING TOWERS OF THE CENTRAL STATION-ST. LOUIS
TRANSIT COMPANY
5°4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
be given of the Transit Company's system only,
especially of those features which will attract
the most attention from the visiting street rail-
way manager.
ST. LOUIS TRANSIT COMPANY
CAR HOISTS IN ST. LOUIS TRANSIT COMPANY'S SHOPS
city limits, the St. Louis & Sub-
urban Railway Company controls the
greatest mileage, the St. Louis Tran-
sit Company coming next. The St.
Louis, St. Charles & Western Rail-
road Company is the only remaining
company in the field, anil this com-
pany does not control its entrance to
the city, but transfers passengers to
the Easton Avenue line of the St.
Louis Transit Company, and to the
St. Louis & Suburban Railway Com-
pany at the city limits.
As all of these systems have been
quite fully discussed in these columns
during the past twelve months, it has
in it been considered necessary to fol-
low the usual custom in tins issue of
publishing extended descriptions of
them. Instead, a few particulars will
The St. Louis Transit Company, which controls
all the street railway lines of the city of St. Louis
except those owned by the St. Louis & Suburban
Railway Company, operates 358.65 miles of single
track, occupying 176.41 miles of street. The St.
Louis Transit Company is the lessee of the street
railway properties controlled by the United Rail-
ways Company of St. Louis. The United Rail-
ways Company of St. Louis is a corporation
formed in 1898 for taking over numerous small
companies which make up the consolidation. The
St. Louis Transit Company was formed about a
year later, in March, 1899, to lease all the lines
KXTKRIOR OF ST. LOUIS TRANSn COMPANY'S SHOPS
THE BOILER ROOM OF THE PARK AND VANDEVENTER POWER HOUSE OF
THE ST. LOUIS TRANSIT COMPANY
controlled by the United Railways Com-
pany. The St. Louis Transit Company, un-
der this lease, is obliged to pay the United
Railways Company interest on the outstand-
ing bonds of the United Railways Company.
The St. Louis Transit Company is to make
all extensions and improvements, receiving
in payment securities of the United Rail-
wavs Company. It is unnecessary to go into
details as to the amount of bonds and stock
outstanding, as the situation can be summed
up by the statement that for 1903 the St.
Louis Transit Company paid in the shape of
interest and rentals $2,844,119, which is ap-
proximately $7,800 per mile of track. The
operations of the company for the past three
years show a deficit, although for 1903 the
deficit was a nominal amount compared
with previous years. The total rolling
stock of the company is figured at 1500
cars. This includes the old equipment
and 450 new cars purchased to take
October 8, 1904.]
STREET RAILWAY JOURNAL
5o5
care of World's Fair traffic. Last winter the maximum number of cars in
service on the rush-hour schedule was 893. On World's Fair opening day
1000 cars were operated. Up to the time of writing this article the World's
Fair crowds, even on the days of the largest attendance, have at no time
taxed heavily the regular facilities of the company for handling them.
The greater part of the power used in the operation of the St. Louis
Transit Company's system is generated as direct current. Naturally, one
of the first changes after the consolidation was a rearrangement of the com-
pany's power generating system. This was done by abandoning a number
of direct-current power stations, enlarging very greatly the power station
at Park and Vandeventer Avenues, first built by the Lindell Railway Com-
pany, and building a new combined direct and alternating-current station at
Salisbury Street, near North Broadway. About a year before the opening
of the Fair the plans were drawn for a large alternating-current station to
be located in East St. Louis, where coal would be cheap and coal blockades
unlikely. This plan was not carried out, however, as a contract was made
to rent a certain amount of power during the World's Fair season from the
Union Electric Light &
Power Company, which
was building a large al-
ternating-current station
on the river front, about
one-third of a mile north
of the Eads Bridge. The
same c o m p a n y also
agreed to sell a certain
amount of power to the
World's Fair, and feeders
were installed for that
purpose. The World's
Fair, however, did not
require as much power as
expected, and the Union
Light & Power Com-
pany's plant, although
completed, was not in the
best shape to furnish
power continuously, so
that the large 3500-kw
Allis-Chalmers unit in
the World's Fair power
plant has been supplying
the St. Louis Transit
TRANSFORMER TEST OF ARMATURE
GENERAL VIEW OF INTERIOR ST. LOUIS TRANSIT COMPANY'S SHOPS
ST. LOUTS TRANSIT COMPANY'S STANDARD CAR
Company's sub-station with power
up to the time that the decorative
lighting is turned on at the Exposi-
tion. The largest power plant of
the company is that at Park and
Vandeventer Avenues, and this is
also the largest direct-current rail-
way generating station in the West.
The total rsted capacity of this sta-
tion is 16,950 kw, all of which is
taken out over an immense direct-
current switchboard having record-
ing wattmeter and other totalizing
instruments of 30,000-amps. capac-
ity. Some of the smaller units at
this station have 1 ecu used as boos-
ters for feeding tin- long line to the
Creve Coeur Lakes during excep-
tionally heavy summer traffic. On
one occasion two generators wrte
506
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
Section A-A.
Street Ry.Jourua]
PLAN OF BOTTOM FRAMING OF CAR— ST. LOUIS TRANSIT COMPANY
Street Ry.Journal
PLAN OF STANDARD SEMI-CONVERTIBLE CAR-ST. LOUIS TRANSIT COMPANY
put in series as boosters, adding their voltage to the regular
station voltage, giving a voltage of about 1700 on the boosted
feeder at the station. This station is notable for the large cool-
ing towers for condensing purposes, the entire station being
designed to operate condensing with artificially cooled water.
A large amount of coal storage was provided at this plant, but
considerable difficulty has been experienced with spontaneous
combustion.
The other principal station of the company, known as the
Northern Station, has both alternating and direct-current gen-
erators. This station has a rated capacity of 6900 kw, of which
2400 kw is in three-phase, 6600-volt, 25-cycle current. The
principal sub-stations are at Delmar and DeBalivere Avenues,
near the Fair, at South Broadway, and on Locust Street, near
Eighteenth Street, the latter being a new sub-station designed
to use rented power. This sub-station is described more fully
in another article. Besides the two principal power houses, the
company has been obliged to operate part of the time a direct-
current plant at Geyer and Missouri Avenues, built by the
Union Depot Railroad Company, and another fairly modern
direct-current plant belonging originally to the Cass Avenue
& Fair Grounds Railway Company.
That feature of the St. Louis Transit Company's property
which will probably be of most interest to the visiting street
railway men is the new repair shop at Park and Vandeventer
ST. LOUIS TRANSIT COMPANY'S MOONLIGHT CAR
Avenues. This shop was built with the idea of centralizing at
one place the entire repair work of the system. Whatever
October 8, 1904. ]
STREET RAILWAY JOURNAL.
507
opinions various managers may hold as to the advisability of the centraliz-
ing of repair work in one shop, it must be admitted that, for centralized
repair work, this shop stands as one of the best, if not the best, in the coun-
try in its equipment for doing the work for which it is designed. The prin-
cipal strong points about this shop are the car hoists with which all the
repair tracks are equip-
ped, the facilities for
handling material by
means of overhead trav-
elers, and the uniform
lighting of the whole
shop. The company made
all of its own trucks for
the 450 new cars recently
purchased, and its facili-
ties for truck manufac-
ture arc very complete.
The repair shop has
twenty-seven repair
tracks. The entrance to
all of these tracks is
gained by a transfer
table running along one
side of the building. Each
repair track is designed
to accommodate one car.
Part of the repair tracks
have pits and part have
not, as all the more re-
cent equipment of the
company's design is to be handled from above entirely,
without pit work. The car hoists consist of motor oper-
ated screw jacks, the four screw jacks being worked
simultaneously by a sprocket chain driven by a motor. All
INTERIOR OF ST. LOUIS TRANSIT COMPANY'S
STANDARD CAR
ST.
LOUIS TRANSIT COMPANY'S STANDARD
REAR PLATFORM
ST. LOUIS TRANSIT COMPANY'S CINDER CAR
the hoisting mechanism is underneath the floor. The en-
tire shop is served by an overhead traveler system for carry-
ing motors and heavy material. The hoisting in connec-
tion with the overhead traveler system is done by compressed
air hoists, which raise the material and deliver it to the chain
hoists. The latter require no hose connection and can be moved
to any point in the shop. Air hoists are placed at all points
where lifting or lowering is to be accomplished. The accom-
panying engravings from photographs give a good idea of these
shops, which are well worth careful study on the part of visit-
ing street railway men be-
cause of the care with which
many details have been
worked out.
The rolling stock consists
main])' of double-truck cars,
as the St. Louis street rail-
ways were among the first
to adopt the double-truck
car extensively for city ser-
vice. Many peculiar styles
of early double-truck cars
can be found.
The standard car of the
company is shown in the
opposite engraving. As
mentioned before, 450 of
these cars were ordered of
the St. Louis Car Company
in order to put the system in
good shape to handle World's
Fair traffic. They are un-
usually wide as city cars av-
erage, and have wide aisles,
even though equipped with cross seats. The front platform is
intended only for the motorman. The rear platform is of the
well-known Dupont type in its extreme form, being so long that
two railings have been placed across it for the support of stand-
ing passengers. The car is semi-convertible, intended both for
winter and summer use. The window sashes drop into side
5o8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
pockets and they are of a special design, which makes it possi-
ble to remove a sash instantly without taking out screws or
EXTERIOR OF COMPRESSING STATION-
feed through a reducing valve into auxiliary reservoirs main-
tained at about 45 lbs. pressure per square inch, and
these auxiliary reservoirs supply air through
the motorman's valves to the brakes only.
The storage air-brake system was adopted be-
cause it was believed to be simpler, more re-
liable and lower in cost of maintenance than
independent motor-driven compressors on each
car. The compressing stations at various
points on the system are designed to operate
automatically, and with only a small amount
of attention each day, without requiring the
continuous services of an attendant.
Besides the regular rolling sto:k, the com-
pany has two types of car for special uses
which are of interest and are illustrated here.
One of these is called the "moonlight car,"
and is used summer evenings for resort traffic.
ST. LOUIS transit COMPANY They are without a roof, and have simply a
canvas canopy which can be stretched overhead. They are ex-
eedingly popular warm summer evenings in St. Louis. The
*mmm
PORTABLE COMPRESSING STATION— ST. LOUIS TRANSIT
COMPANY
COMPRESSING UNIT— ST. LOUIS TRANSIT COMPANY
bolts. The motors with which these
cars are equipped are oil-bearing
Westinghouse No. 95, arranged to be
handled and inspected from above en-
tirely. The car has a seating capacity
of fifty.
The Westinghouse storage air-brake
system used on the St. Louis Transit
Company's cars is also a matter of
present interest to street railway men,
as this was the first large street rail-
way company to decide to adopt the
storage air-brake system for all its
cars. The air is compressed to a
pressure of 300 lbs. per sq'iare inch at
compressing stations located at car
houses or terminals of the line. Pass-
ing these points each round trip, the
cars stop and connect the storage
reservoirs on the car with the compressing station by means
of hose connections located alongside the track. The storage
reservoir on the car instantly rises to compressing station pres-
sure. The large, high-pressure storage reservoirs on the car
WASHINGTON AVENUE LOOP IN ST. LOUIS
seating capacity is large, being ninety-six. The other special
car referred to is a large car used in hauling cinders. These
cars are arranged with side dump and are used to deliver cin-
ders from the power stations to the. various customers,
October 8, 1904.]
STREET RAILWAY JOURNAL.
509
THE NEW CENTRAL SUB STATION OF
THE ST. LOUIS TRANSIT COMPANY
by charles a. hobein
Electrical Department St. Louis Transit Company
T
HE power for the St. Louis street railways in 1899 was
derived from eleven power houses. In this year the
companies were consolidated, forming the St. Louis
built, so that at the beginning of the year 1903 the company
was operating but four generating stations and one sub-station.
These were: (1) the Central Station, which was the remodeled
station; (2) the Northern Station, which was the new power
house; (3) the old Union Depot Railway power house, and
(4) the old Cass Avenue Railway power house. The two latter
were only operated during the morning and evening rush hours.
The addition of rolling stock to handle the World's Fair traffic
required added power, and a contract was entered into with
6-3-
Lin.' ^wiifh Uutitiy Suit, )' Lin. t ■.ut. li lwt:irj t>*itih
[LUtULU
iUUIULIL
I llllJLmf^IULpJllJ
n
Converter l| i|] Blower II t| rr
SittrtiiiK HrtfttlTransforaitri r — 'j Tr^nsformn
ILL'
MMJUUfl
100U Kw.
Converter
f, ^
t • X
T
■-— -- -1
1
PLAN VIEW OF CONVERTER FLOOR
SHOWING LOCATION OF APPARATUS
FIG. 1.— PLAN OF CENTRAL SUB-STATION
the Union Electric Light & Power Company to furnish alter-
nating current at 6600 volts, 25 cycles, from its new power
station which was but recently completed. This power was to
be delivered to three sub-stations of the Transit Company, one
of which, Delmar sub-station, was already in operation. The
plans contemplated installing two 1000-kw rotaries in the Cass
Avenue power house, thus shutting down the steam plant at
that place; also the building and installing at a point as near
the center of load of the system of a central sub-station con-
CROSS SECTION
SHOWING LOCATION OF APPARATUS
FIG. 2.- CROSS SECTION OF SUB-STA TION
Transit Company. Four cable lines were changed to electric,
and in the next few years the power houses were gradually
shut down. One was greatly enlarged and a new power house
FIG. 3.— EXTERIOR OF SUB-STATION
taining seven 1000-kw rotaries and a 5000 amp. hour I \"lt
storage battery.
It is the purpose "I this paper to deal with the latter problem.
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
An extensive investigation located the center of load at Four-
teenth and Olive Streets. The station was built three blocks
west and one block north of this point. Central station (a
direct-current plant), which was then pulling the entire down-
town section of the system, was 4 miles southwest of this cen-
ter. Northern station, an alternating and direct-current plant,
was 3 miles directly north, and Delmar sub-station 7^ miles
southwest of Northern. Preliminary figures revealed the very
remarkable fact that if this sub-station were built, enough
feeder copper could be taken down, and sold as scrap, to go a
great ways toward paying for the sub-station and equipment,
exclusive of the battery. In the design of this station, the time-
culation. The battery floors have a slope of 1 ft. from front to
rear of building to facilitate drainage. In the rear of the lower
room is a sump to receive the drainage. The water is raised
from this point to the sewer by means of a centrifugal pump
direct connected to a i-hp motor, located on the air-chamber
floor. The battery floors are covered with a layer of brick
laid flat and grouted and covered with pitch. Rooms arc
lighted by incandescent lamps, the sockets being tightly corked
with wax to prevent the acid from entering and short-circuiting
them. All I-beams are entirely surrounded with concrete to
protect them from acid action.
The air-chamber floor is on a level with the street. It has
FIG. 4.— GENERAL VIEW OF MACHINERY FLOOR— ST. LOUIS SUB-STATION
honored custom of erecting a fine and elaborate building has
not been followed, but instead a neat and substantial building,
arranged to accommodate the necessary apparatus, has been
erected. Its plan is shown in Fig. 1, a cross section in Fig. 2,
and an exterior view in Fig. 3. Below the street level are two
floors to accommodate the battery. These rooms are each 56
ft. wide and 155 ft. long. Each contains 294 cells.
Foundations of the building are entirely of concrete and rest
upon bed rock. The battery rooms are divided in the middle
by a 5-ft. concrete wall, which extends from the lower floor to
the floor line of the air chamber, where it widens at a suitable
angle to a width of 10 ft., and supports the two 30-in. brick
walls, 6 ft. 6 ins. apart, which extend to the rotary-converter
floor to form the machine foundations. Suitable openings left
in the concrete and brick walls permit of passage and air cir-
the two 30-in. brick machine foundation walls dividing it into
three parts; two rooms, each 24 ft. x 155 ft., and a 6-ft. 6-in.
passage under the machines. The east room is air-tight and
forms the air chamber proper. The blowers discharge into
this chamber, and the transformers and reactive coils located
directly above receive their cooling air. Flues left in the
foundation walls convey air to the floors of the battery rooms,
and it is discharged through flues in the opposite side wall to
the outside. The supply is regulated by means of dampers in
the supply flues. The air chamber contains the incoming line
cables, high-tension bus-bar compartments, current' transform-
ers, potential transformers, barriers, etc., which may be seen
in an accompanying photograph. The other room is used for
storage, and also contains the battery room drainage discharge
pump, water-tilling apparatus and field rheostats. The main
October 8, 1904.]
STREET RAILWAY JOURNAL.
5"
floor is 8 ft. above the street level, and contains the rotary con-
verters, switchboard, transformers, reactive coils, oil switches,
blowers and two motor-driven boosters for controlling the
battery.
The plan as carried out was to bring alternating current in
on one side of the station through transform-
ers and converters to the switchboard, and
conduct out direct current on the opposite
side of the station, as shown in the general
view, Fig. 4.
The converters, as will be seen, were ar-
ranged in a row in the center of the build-
ing, the alternating-current apparatus being-
placed on one side of the center and the
switchboard on the other. The battery boos-
ters can be seen in the front of the building.
Fig. 5. A 20-ton crane serves the converter
floor, and articles can be picked from a wagon
driven in on the air-chamber floor. An 18-ft.
square opening in one corner of the converter
floor gives access to the wagon. Smaller
openings through the battery floors allow of
the crane lowering or raising articles from
these floors.
The batteries, Fig. 6, consist of a total
of 588 cells, 294 in series forming one
battery. Their combined capacity is 5000-
kw-hours. The cells are the Electric
Storage Battery Company's type G-79,
and each is 6 ft. long, 22 ins. wide,
load which it would have to do. Therefore, the arrangement
shown in Fig. 8 was advised by the battery company. "R" is a
rotary, "B" the booster, and "L" the load. The booster shunt
field rheostat is arranged so that it is possible to reverse the
current in the field winding-. It is seen that there is a storage
FIG. 5.— ROTARY CONVERTERS AND BATTERY BOOSTERS— CENTRAL SUB-STATION
containing seventy-seven plates, 1;
and as deep,
square and }/%
in. thick. The boosters are of 252-kw capacity, driven by 360-
hp direct-connected motors. The battery is intended to be
floated on the station bus. Boosters are compound-wound and
have the same effect as differential boosters. This was to have
FIG. 6. — BATTERY ROOM
been arranged as follows : Fig. 7 shows a common arrangement
of a compound-wound booster, connected to act with a differ-
ential effect. "B" represents the booster, and "R" a generator
or rotary converter, while "L" "L" represent the motors on load
on the system. The shunt field of the booster opposes the
series field. It is easily seen that this arrangement could not
be used in this case, as it is impossible to build a series field
on a booster of large enough capacity to. carry the entire stalimi
cell and some resistance in series with the equalizer "E." This
battery is so connected that when current is flowing in the
equalizer, as indicated by the arrow, the equalizer battery is
charging. This equalizer battery is the weak point of this
arrangement. It is impossible to maintain it in its most efficient
state, it being either overcharged or undercharged and quickly
wears out.
A happy solution has been found for this problem, and it
possible to entirely dispense with the booster series winding
by the use of the new carbon regulator recently gotten out by
the Electric Storage Battery Company. Its operation is as
follows: Around the station bus (Fig. 9) which carries the
rotary output is placed a "U"-shaped piece of iron "M." This
the bus magnetizes and causes to move the lever "H," which is
pivoted at "O." "S" is a restoring spring. The moving of the
lever causes one or other of the two carbon pack resistances
to be compressed, lowering the resistance of the circuit and
causing current to flow through the field at the exciter "E." The
wire at "X" is connected at the center point of the main battery,
and is positive to one battery terminal and negative to the
other. It will be seen, therefore, that when the lever "H" moves
and compresses the other carbon pack, current flows in the
opposite direction through the exciter field, and it follows that
the booster field is likewise reversed, the booster having an
opposite effect on the battery to what it had in the first case.
Distilled water must be supplied the battery. This installa-
tion requires about 1800 gallons per week. The cost of gas
and water to produce distilled water forms quite an item in the
operating expense account.
Power is delivered to the station over four three-conductor
lead-covered cables. Each conductor is 0000 B. & S. stranded
cable. These cables enter below the level of the street and are
brought up into the air chamber, and run on concrete barrier
shelves, Fig. to, until they are opposite their respective oil
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
switches, located upon the floor above. They then are belled
out and the individual conductors pass into the switches. The
necessary current transformers, potential transformers, dis-
connecting switches and static discharges are located in this
air chamber. Each phase is entirely separated from the others
<3
directly across the station bus without the field rheostat in
series with it and reverses the field. When this is accom-
plished the switch is thrown up. The equalizer and negative
busses are located in the passage directly beneath the machines.
There are no negative wires on the main switchboard except
the instrument potential wires and those necessary for board
lights.
The boosters are switched in with the battery on the negative
side. The necessary switches are located on two isolated
FIG. 7.— COMMON ARRANGEMENT OF BOOSTER
Street By.Jouin.il
Suv. l Ry.Juiirnal
FIG. 9.— NEW ARRANGEMENT OF CONNECTIONS
by concrete barriers. From the line switch the wires drop to
the high-tension bus-bars. These are located in a concrete
compartment in the air chamber, which runs through its entire
length. A good idea of the barriers, high-tension bus compart-
ment and wiring may be obtained from the
Fig. 10. High-tension bus consists of ij4-in.
x 2-in. copper. Studs through the back sup-
port the bus and form connecting terminals.
The large openings in the face of the com-
partment give access to bus sectionalizing
switches. The smaller square ones mark the
location of bus supports. From the bus, leads
rise to the machine oil switches and the cur-
rent is lead from these to 1100-kw three to
six-phase static transformers. The reactive
coils are located at one side of the transform-
ers, and on top of each is mounted a starting
panel equipped with two three-pole double-
throw switches.
The machines are started from the alter-
nating-current side, and thus the bother of
synchronizing is dispensed with. One-third,
two-third and full-voltage taps are taken
from the secondary side of the trans-
former to the starting panel. Field
break-up switches are located on the
machine frames. They consist of four-
pole double-throw switches and break the
series of threes. To start, the field is
one-third-voltage current is supplied to the machine. When it
reaches full speed it is given a field, and, if the machine has
built up in the right direction, the two-third and full-voltage
currents are supplied in succession. Should the machine build
up wrong the field switch is put down. This connects the field
FIG. 8.— ARRANGEMENT FIRST PROPOSED
panels and are so arranged that either booster may be operated
with either battery.
The four blowers are driven by induction motors, each blower
furnishing 20,000 cu. ft. of air per minute.
The oil switches are motor-operated and double-break. The
oil chambers are enclosed in concrete compartments, each phase
being separate. The operating motor is located on top of the
compartment. All oil-switch control leads, current and poten-
tial-transformer secondaries are delivered to the switchboard
through conduit laid in floor.
The switchboard is of blue Vermont marble. It consists of
four alternating-current line panels, eight alternating-current
rotary panels, eight direct-current rotary panels, two booster-
field up
left open
into
and
FIG. 10.— CONCRETE BARRIERS
motor panels, two battery panels, two load panels, and thirty-six
direct-current feeder panels. The line panels are each equipped
with an ammeter, a three-phase balanced-induction wattmeter,
oil-switch control switch, overload relays, signal lamps and
voltmeter plug receptacle. The alternating-current converter
panels each have an ammeter, power-factor indicator, oil-switch
control switch, relays and signal lamps. Each direct-current
October 8, 1904.]
STREET RAILWAY JOURNAL.
5i3
rotary panel's equipment is as follows : Circuit breaker, am-
meter, rheostat operating mechanism, two double-throw quick-
break main switches, auxiliary switch and a two-point plug
receptacle. Booster-motor panels contain circuit breaker, am-
meter, starting switch, one single-pole double-throw main
switch and auxiliary switch. The battery panel is equipped
with circuit breaker, ammeter, ten-point potential receptacle,
two double-throw switches and auxiliary switch. The load
the lower bus of 20,000-amp. capacity, at the points of maxi-
mum cross section. If it is desired to put the battery on cer-
tain feeder sections or one machine alone on certain sections,
it can be done by simply using this upper bus. The oil switches,
board signal lamps and relays are operated from 125- volt mains
supplied by a 55-cell i7-amp.-hour auxiliary battery.
The station was erected and designed by the engineering de-
partments of the St. Louis Transit Company according to the
REPRESENTATIVE VIEW OF ST. LOUIS— OLIVE STREET LINE HANDLING WORLD'S FAIR TRAFFIC ON TULY 4.- 1904
panels hold two astatic ammeters, two differential voltmeters,
one 20,000-amp. wattmeter and one 10,000-amp. wattmeter.
Feeder-panel equipment consists of circuit breaker, ammeter
and one single-pole double-throw quick-break main switch.
The direct-current feeders leaving these panels are of round
copper rods, I in. diameter, carried along the wall on special
brackets to a terminal pole outside the building. The rod con-
struction may be clearly seen in the photographs.
The switchboard supports two positive busses of J4~in, x
10-in, copper. The upper bus is of 10,000-amp. capacity, and
plans of A. B. duPont, general manager of the company at thai
time. L. P. Crecelius, the company's electrical engineer, super-
intended the designing ami construction of the station.
The original plan of installing seven iooo-kw rotaries in the
Central sub-station has been changed. Six iooo-kw units are
now operating at that place, and the seventh was installed in
Delmar sub-station. Work is now progressing on the installa
tion of two iooo-kw and one 300-kvv rotary in the Cass Avium
station, and three iooo-kw votaries in a sub-station al 4000
South Broadway.
514
STREET RAILWAY JOURNAL.
[Vol. XXIY. No. 15.
S. L. NELSON
T. C. PENINGTON
W. A. SMITH
October 8,
1904.]
STREET RAILWAY JOURNAL.
515
Si6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
T. J. MULLEN
H. H. ADAMS
THE HISTORY OF THE AMERICAN STREET RAILWAY
ASSOCIATION
THE FOUNDING OF THE STREET RAILWAY ASSOCIATION
BY HARDIN H. LITTELL
LOOKING back over twenty-two years one sees great
changes in the street railway world. Many persons
have grown almost to manhood who would not know
what horse cars meant nowadays unless they visited New
York City.
In the early days of my street railways experience it was
my custom to spend my vacations visiting the larger cities and
calling upon railway men who were entitled to the honor of
having a good street railway system. The more I saw of the
various systems and separate interests, the more I felt the need
for a mutual acquaintance and common bond of fraternity
based on social intercourse and friendly interchange of in-
formation and ideas. In the year 1881, on one of my trips, I
paid a visit to Col. H. M. Watson, president of the Buffalo
Street Railroad Company, and S. S. Spaulding, president of
the Buffalo East Side Railway Company.
During our conversation the subject of forming a society or
association of street railway men was discussed. In both of
these gentlemen I found strong advocates of such a measure.
On the same trip, at Providence, R. I., it was my pleasure to
meet D. F. Longstreet, secretary and treasurer of the Union
Railroad Company of that city. Mr. Longstreet entered earn-
estly into the plan of forming an association. He took it upon
himself to work up an interest in the movement among his
many friends in the railway business in the East. Julius S.
Rugg, of the Highland Street Railway Company, of Boston,
took a deep interest in the matter and rendered valuable assist-
ance. Walter A. Jones, of the New Williamsburg & Flatbush
Railroad Company, of Brooklyn, also became much interested.
I also took up the subject either in person or by letter with
Julius S. Walsh, president of the Citizens Street Railway Com-
pany, of St. Louis; George B. Kerper, president of the Walnut
Hills & Eden Park Railway Company, of Cincinnati; Col.
Thomas Lowry, president of both the St. Paul and Minneapolis
Streets Railway Companies; Charles B. Clegg, president of the
Oakwood & Dayton Railway Company, of Dayton, Ohio, and
many others actively engaged in the management of railway
properties. I first asked about ten prominent street railway
men to join me in a call for the first meeting.
Some of them assented, others were of the opinion that if
the call went out signed by a number of persons, some who had
not been requested to unite in the call might feel slighted and
an element of jealousy would be the result. A good attendance
at the first meeting was much desired. So, after deeply con-
sidering the matter, I issued the call, dated Louisville, Ky.,
Nov. 8. 1882, for the first meeting to be held in far-away Bos-
ton on Dec. 12, 1882. Tt required considerable nerve to ask
people in the South and West to go to Boston at that wintry
season of the year. But I sent out the call and waited, I con-
fess, with some anxiety for the extent of the response.
Replies began to arrive within a day or two, and in a short
time the success of the meeting, numerically at least, was
assured.
We gathered at Young's Hotel, in Boston, on Dec. 12, 1882,
and id us from the South it was like journeying to the North
Pole. I had not expected to have to call the meeting to order,
but the duty devolved upon me, and at 2:15 o'clock in the after-
noon we met. I stated the object of the meeting to those
present : "Nearly all branches of industry and trade have their
organizations, and it has long been to me a matter of surprise
that the many street railway companies have not organized an
association for the mutual benefit of all parties interested in
this mode of traffic."
We all were gratified to observe fifty-six of the leading street
railway men of the country in attendance, while twenty-two
more sent letters or telegrams indicating their hearty sympathy
and support.
I recall that one of the very first speakers made reference to
the proud fact that at that time, in this country and Canada,
there were 415 street railways, owning and operating over
3000 miles of track, employing 35,000 men, running 18,000
cars, using 100,000 horses, which annually devoured 150,000
tons of hay and 11,000,000 bushels of grain. Compare these
glorious figures with the totals of to-day to gain an idea of the
growth and transformation of the street railway business. It
has declined in only one respect — horses.
But the horse was King in the old days. I recall the sug-
gestion, at our first session, that there should be kept at the
central or head office of the new association "correct informa-
tion concerning the state of the horse, hay and grain markets
in the different sections of the country, so that reliable in-
formation concerning all these vital interests can be obtained
at all times." Over twenty years have passed since then, and
so swiftly has the street railway business progressed that the
question of the horse, hay and grain is now purely a metropoli-
tan problem, restricted to New York City.
The opening session at Boston was devoted to perfecting the
roll of the fifty-six street railway men present, to appointing
a committee on constitution and by-laws and to general dis-
cussion of practical questions of interest to street railway men,
such questions as track construction and roadbed. In fact, the
meetings in the early history of the American Street Railway
Association were more distinguished than some of their suc-
cessors for earnest discussions of a great many very important
matters. All the business was not rushed through in a session
or two. Matters were not abruptly expedited in a few hours
to clear the way for a grand hurrah. There was plenty of
time for business, and also there was plenty of time for other
pleasures. Great good came of these old-time discussions, and
we learned a lot from one another in those early years when
we took up and talked over problem after problem in street
railway work.
The committee on constitution and by-laws was composed of
Charles Cleminshaw, of Troy; Col. Thomas Lowry, of Minne-
apolis; Walter A. Jones, of Brooklyn; the Hon. Moody Mer-
rill, of Boston; D. F. Longstreet, of Providence, and the writer.
We reported the constitution and by-laws at the second session
on Wednesday, Dec. 13, 1882. The discussion over its adop-
tion was full of interest. Men spoke as they thought, ami
there was a free exchange of excellent ideas. D. F. Longstreet
was the author of the constitution and by-laws. He had pre-
5i8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
viously prepared them, and they were adopted with very little
alteration. Then came the election of officers, as follows :
President, Hardin H. Littell, of Louisville, Ky. ; first vice-presi-
dent, William H. Hazzard, of Brooklyn, N. Y. ; second vice-
president, Calvin A. Richards, of Boston, Mass. ; third vice-
president, George B. Kerper, of Cincinnati, Ohio; secretary
and treasurer, Wm. J. Richardson, of Brooklyn, N. Y. ; mem-
bers of the executive committee, Julius S. Walsh, of St. Louis,
Mo. ; Charles Cleminshaw, of Troy, N. Y. ; Col. Thomas Lowry,
of Minneapolis, Minn. ; James K. Lake, of Chicago, 111. ; D. F.
Longstreet, of Providence, R. I.
The first member of the association was the Naumkeag Street
Railway Company, of Salem, Mass., whose president, Abner
C. Goodell, Jr., was number one in stepping up to the treasurer
and paying the $40 admission fee and annual assessment.
Following the adjournment of the association was a banquet
at Young's Hotel. It was held at 4 o'clock in the afternoon,
and was tendered by the presidents of the street railway com-
panies of Boston. We enjoyed it mightily. Col. Thomas Lowry
was christened "Colonel" on that occasion, and the title has
stuck to him valiantly ever since. We adjourned to meet
again at Chicago, 111., on October 9, 1883. As president, under
directions from the association, I appointed committtees on
track construction, propelling power, buildings, labor and
wages, collection of fares, removing snow and ice, horseshoe-
ing, heating and lighting. Papers were prepared on these sub-
jects and were read and discussed at the October meeting, the
second annual meeting of the American Street Railway As-
sociation.
It was long ago — almost quarter of a century. As I look
over the list of those present at that first meeting I find many,
many have passed away. It was an earnest little gathering,
full of enthusiasm and the spirit that makes for progress and
development. It did its work conscientiously. If Time were to
arrange its reincarnation for a brief adjourned session, I feel
sure this first meeting of the American Street Railway Asso-
ciation would adopt a resolution "pointing to itself with pride."
THE EARLY MEETINGS OF THE AMERICAN STREET RAIL-
WAY ASSOCIATION
BY THOMAS LOWRY
(HAVE your request that I write a short article regarding
the early meetings of the American Street Railway Asso-
ciation. I could write or say almost anything and would
find none to contradict, as of the original organizers of the
association, and its members assembled at annual meetings
many years later, I do not find any familiar names.
I am still "in the business" and do not see any prospect, nor
have I any inclination, toward getting out of it. As Fred
Douglas said : "I was wid 'em in de beginnin' ; I'se wid 'em
now, and I stays wid 'em to de end." I remember well the dis-
cussions engaged in at the early meetings by Littell, of Louis-
ville ; Hazzard, of Brooklyn ; Calvin A. Richards, of Boston ;
Kerper, of Cincinnati; Walsh, of St. Louis; Longstreet, of
Providence ; Lake, of Chicago ; Cleminshaw, Holmes, Rugg,
Samuel Little, of Boston ; Watson, of Buffalo, and a host of
others whose names I cannot now recall. They discussed pro-
pelling power, track construction, buildings, horseshoeing, re-
pairs of track, "Is salt necessary, and is it injurious to horses
and detrimental to public health," stables and care of horses,
cable system, conductors and drivers, heating and lighting,
taxes and many other problems then deemed difficult of solu-
tion, and all with reference to the operation of street railways
by horses.
At the meeting of 1883, in Chicago, the chairman of the
commitee on "track construction," Charles Hathaway, of
Cleveland (one of the first and best contractors for building
street railways), suggested that "when the traffic is very heavy
we should recommend heavy tram rails from 40 to 45 lbs. to the
yard, and well spiked to stringers, with good cast or wrought-
iron joint plates at the end of the rails." Further in the report,
he says : "We would not recommend T-rail except where it can
be used on the sides of a street where there is comparatively
little travel," etc. Later the "groove rail" was introduced, and
is now used in many of our principal cities. It is now con-
ceded by those best informed that a T-rail properly laid is bet-
ter for the city and the company than any other rail in use.
In the best constructed roads the T-rail, 80 lbs. to the yard,,
60 ft. long, with welded joints, laid on concrete, without ties,
is used, and is conceded the best form of construction now
in use.
I think it was at the convention held at Minneapolis in 1889
that electricity was first discussed seriously as a motive power.
The next year at Buffalo the first paper for discussion was
"A Perfect Street Railway Horse," and I then stated, in a few
remarks before the convention, that "it would be the last con-
vention to seriously consider horses for the operation of street
railways." The small cars, 10 ft. and 12 ft. long, with a single
truck and 63/2-ft. wheel base, then considered a luxury in Bos-
ton, New York, Chicago and other large cities, have been re-
placed in many cities (New York and Chicago being the prin-
cipal exceptions) by large passenger cars, in some cases equal,
if not superior, to the best passenger coaches on well-equipped
steam roads. Power plants for street railways are now being
built with capacity to operate hundreds of miles of road from
one station. I cannot predict for the future, but am ready to
believe anything in the line of street railway development and
advancement. I am in full accord with the sentiment some
one wrote :
"What on earth we're coming to
Does anybody know?
For everything has changed so much,
Since twenty years ago.'
♦♦♦
SKETCH OF THE WORK OF THE AMERICAN STREET RAIL-
WAY ASSOCIATION
BY T. C. PENINGTON
THE real value of the work of an organization can be
judged better after the lapse of some years than at the
time its history is being made. The American Street
Railway Association now has enough years behind it so that
some intelligent opinion can be formed of what this body has
done for the local transportation industry. A glance through
the reports of the twenty-two annual meetings of the associa-
tion, beginning with its first meeting in Boston, in 1882, im-
presses one strongly with the almost complete change in men
and methods that has taken place since that time. It is notable,
however, that in spite of these changes, the general character
of the association has remained the same.
The first convention was held at Young's Hotel, Boston,
Dec. 12 and 13, 1882. The owners and managers of street rail-
October 8, 1904.]
STREET RAILWAY JOURNAL.
519
ways convened at that time in response to a circular letter sent
out by H. H. Littell, of Louisville, who addressed the letter to
all the street railway companies of the United States and
Canada, at the request of a number of other street railway men
also interested in the movement. The first meeting of the
association being entirely for the purpose of organization, no
papers were read and there were no discussions save regarding
matters of organization.
At the second convention, which was held in Chicago, in
October, 1883, the list of papers discussed gives the reader of
the present day the first insight into the subjects which most
interested the street railway men of twenty-one years ago.
Some of the subjects are of as much interest to-day as then;
others have not been heard of for many years in convention
because of the disappearance of horse traction. Among the
former class of subjects which are still of interest, we see
"Track Construction," "Street Railway Buildings" and "Col-
lection of Fares." "Removing Snow and Ice" is a subject
which is still of interest, but is not by any means such a prob-
lem as it was in horse car days. For a number of years it has
not been considered worthy of discussion at an annual conven-
tion because the majority of companies now have settled down
to fairly satisfactory systematic means of battling with snow
H. H. LITTELL, WILLIAM H. HAZZARD,
President,1882-1883 President,1883-1884
and ice. "Labor and Wages" is another subject still discussed,
though somewhat in the abstract; while "Horseshoeing" and
the "Heating and Lighting of Cars" belong strictly to past ages
as subjects for convention discussions.
The early papers on track construction look strange to mod-
ern eyes. For example, the T-rail was objected to in the paper
on "Track Construction" at this convention, and not on the
grounds of paving difficulties either. The girder rail was
brought up in discussion as a new thing at this convention,
although, of course, such a rail had been in use on cable roads
for some time previous. In all discussions on track work it
was quite evident that the old types of flat rails laid on stringers
were the usual construction. At that time San Francisco cable
roads had been in operation ten years and the State Street cable
in Chicago had just been started for traffic. There were nat-
urally many references to possible changes of motive power
from horses to something better in the future. Some expressed
the belief that the cable road was to be the road of the future.
This was but natural, as at that time the cable was the only
thoroughly successful mechanical motive power for street rail-
ways. Some expressed great faith in the future of steam mo-
tors, and electricity was referred to as a rather uncertain pos-
sibility, although, naturally, with not any great enthusiasm over
the results of the crude experiments which were then being
tried.
At the third annual meeting, held in New York City, Octo-
ber, 1884, we find a great deal of attention given to the question
of track cleaning in winter and the use of salt. A strong senti-
ment against the use of salt had sprung up in many cities. The
whole subject was gone over very thoroughly, and many re-
ports on the results of scientific investigations were brought in
as evidence, all of which seemed to show that there was no
cruelty to horses or detriment to the public health in the use of
salt on the tracks in winter. The information supplied by the
association on this subject was, no doubt, of much value to
the members who had to combat a certain amount of public
prejudice on this question. Naturally, the motive power re-
ceived much attention, just as it does in these days, and the
report of the committee on stables and the care of horses drew
out a lengthy discussion, which compares favorably as to the
technical and practical knowledge shown, with discussions in
recent conventions on the motive power of the present. The
discussion on track was confined mainly to the stringer con-
struction before spoken of, with brief references to the girder
rail necessary for cable traffic. One of the features of this
meeting was a report of a committee on "Electricity as a Mo-
tive Power," this being the first meeting at which this subject
was discussed seriously and at any length. Naturally, the in-
CALVIN A. RICHARDS. JULIUS S. WALSH,
President,1884-1885 President,1885-18SG
formation given to the convention on this subject was very
vague. At this meeting Calvin A. Richards, of Boston, made
some glowing, but prophetic, utterances about the future of
electricity as a motive power for street railways. Not only on
this occasion, but at several succeeding conventions, Mr. Rich-
ards expressed eloquently his faith in the new motive power.
To all objections he had the one answer, "Wait." One cannot
but admire the enthusiastic faith of Mr. Richards in electricity
as a motive power, especially since he was not a technical man,
and formed his conviction not through any scientific knowl-
edge, but drew his general conclusions from the conquests that
electricity had already made in other fields. The first formal
report of the cable system as a motive power was given to this
convention. A matter of considerable historical interest to our
friends, the Accountants, is the fact that a report was made by
a committee on a "Uniform System of Accounts," giving a
classification which had in view the same object as the modern
classification of the Street Railway Accountants' Association
of America.
At St. Louis, in [885, "Diseases Common to Car Horses"
still occupied the first and most prominent place on the pro-
gramme. If the electric railway engineer of to-day thinks he
has a monopoly on all the technical problems and perplexities
ever connected with street railroading, let him read the proceed-
ings of this and other conventions regarding the care and treat-
520
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
ment of horses. He will realize that after all the technical
problems involved are different in kind rather than magnitude.
The "Progress of Electricity as a Motive Power" was reported
upon, but the report was mainly historical, and brought out
very little of practical interest with reference to more recent
experiments on a commercial scale. In the discussion of this
report a letter was read from a street railway company in Bal-
timore which had been operating two cars on the Daft system
since Sept. 1, 1885. This letter answered a number of questions
regarding the practical working of the system, and seemed to
indicate that electric traction was at last approaching commer-
cial success. The progress of the cable system was also re-
ported on, and a paper and discussion on track work. The
committee on rules regarding conductors and drivers made a
report at this meeting, which was discussed at length. Here
again we see the beginning of a movement which resulted at
the last convention in the recommendation of a set of standard
rules.
At Cincinnati, in 1886, the convention, for the first time, dis-
cussed a paper on "The Care, Prevention and Settlement of
Accidents." A short and rather informal discussion on the
"Care and Cleaning of Cars" at the previous convention
brought out an extended report at tliis convention on the "Sani-
T HO MAS W. ACKLEV, CHARLES H. HOLMES,
President,1886-1887 Presidcnt,1887-1888
ceedings of the convention were given over to this subject.
Discussion of electricity as a motive power was for the first
time taken up in an engineering way. Previous reports on this
subject at earlier conventions had mainly taken the form of an
outline of what had been already done, without going into the
engineering problems involved in the construction of an electric
railway. Besides the thorough committee report on this sub-
ject, a long discussion took place. In those days it was a ques-
tion as to whether the storage battery, overhead trolley or un-
derground conduit electric railway system would eventually
win out. Some of the best engineers expressed the opinion that
each of the three systems would eventually have its place in
street railway work. William Wharton, who was on the com-
mittee making the report on electricity as a motive power, this
year, invited the members of the convention to see the opera-
tion of a storage-battery car exploited by a company in which
he was interested in Philadelphia. F. J. Sprague was also
present at this convention and was invited to participate in the
discussion. He did not commit himself to any one of the three
systems mentioned, but was firmly convinced that the electric
motor had come to stay. Charles J. Vandepole was also in-
vited to take part in the discussion, which he did, giving some
ten cities in which electric roads had been, or were being con-
GEOKGE I!. KEEPER, THOMAS LOVVKi',
President,1888-1889 President,1889-1890
tary Condition of Street Cars," and also another on "The Ven-
tilation, Lighting and Care of Cars." Considerable discussion
took place as to the advisability of heating cars, but at this
stage of street railway history most of the large companies in
the North had adopted the practice of heating because of the
•additional traffic that they derived by having cars warm. The
committee reporting on "The Progress of Cable Motive Power"
was able to get together a much more useful compilation of
definite engineering information about cable roads than had
been before possible, because, by this time, cable roads had been
installed in San Francisco, Chicago, Cincinnati, St. Louis,
Kansas City and Los Angeles. The committee on "The Prog-
ress of Electric Motive Power" was also able to give much
more complete and definite information about experimental
electric railways than had been given at any previous conven-
tion. Much was said about the Baltimore & Hampden line of
the Baltimore Union Passenger Railway Company, mentioned
at the previous convention. This company seemed to have
made a more favorable impression upon members of the con-
vention than any of the other roads which were being operated
experimentally in different parts of the United States at that
time.
In 1887 the association met at Philadelphia, and by this time
electric motive power was assuming such an important place
on the street railway horizon that at least one-third of the pro-
structed by his company. This convention was not without
divers other representatives of electric railway systems which
were in the experimental state. There were short papers and
discussions on "Roadway Construction" and "Legal Decisions,"
but for the main part the convention of 1887 was given over
to motive power subjects.
At Washington, in 1888, there was somewhat of a reaction
from the great amount of attention given to the discussion of
electricity as a motive power at the previous convention. As
one of the members remarked, "I am a practical fellow and I
run a railroad with horses." While the discussion of cable
and electricity was interesting to many companies about to
make a change, there were still many members whose chief in-
terest still lay with the horse car system, and who were evi-
dently dissatisfied with having mechanical traction occupy the
whole time of the convention. Accordingly, this convention
was somewhat more evenly balanced as regards the variety of
subjects discussed than its predecessor. The report of a com-
mittee on "The Conditions Necessary to the Financial Success
of Cable Power" analyzed this subject in a much more scien-
tific manner than had been done before in the discussion of
cable power. This report took up the conditions necessary to
the financial success of cable power and the volume of business,
engineering and mechanical construction, engines and winding
machinery. In fact, the report was a complete, though brief,
October 8, 1904.]
STREET RAILWAY JOURNAL.
521
review of cable practice at that time. On account of the num-
ber of cable roads then in operation in the United States, there
were many intelligent cable road engineers at this convention,
who took part in the discussion. The proceedings of this year,
therefore, form one of the most valuable contributions to cable
road literature to be found. Had it not been for the advent of
electricity the proceedings would have been referred to, to a
very much greater extent, in after years than they have. The
committee on "Location and Construction of Car Houses and
Stables" presented a long report that was of much interest to
the horse car contingent, but the rumblings of the new motive
[tower, electricity, which were becoming so distinctly audible
at this convention, created a thirst for information about it
that made it difficult to keep the convention away from that
subject. The committee on "Street Railway Taxation" reported
for the first time at this convention, and the subject is one
which we have still with us. Street railway mutual fire insur-
ance had been talked of at nearly every convention since the
beginning, but for various reasons the movement never
amounted to anything. Although there was no set paper nor
report on this subject at the Washington convention, electricity
as a motive power did not fail to receive considerable discus-
sion. Many representatives of various systems were present,
and enough of these gentlemen were allowed the floor so that
the non-technical street railway man of those days must have
been left in a wonderful state of bewilderment after the dis-
cussion was over. F. J. Sprague again addressed the conven-
tion this year, telling of the progress he and his company had
made during the year. From this discussion it appeared that
an immense amount of progress in electric traction had been
made during the year and street railways were going into the
business on every hand.
In 1889 Minneapolis was the place of meeting. A subject
of permanent interest, namely, a "Street Railway Employees'
Mutual Benefit Society," was reported upon and discussed. It
is unnecessary to say that a number of street railway companies
have since adopted the plan of organizing or allowing their em-
ployees to organize mutual benefit and relief associations, and
are financially giving considerable assistance to such associa-
tions. By this time the success of electricity as a street rail-
way motive power was sufficiently assured and established so
that the discussions were on an entirely different basis from
those preceding. For the two years previous, the clamor of the
advocates of various tried and untried electric railway systems
had been annoying to some of the horse car men, who came to
the convention primarily to learn useful points as to the practi-
cal every-day operation of their roads. Electric traction hav-
ing been by 1889 installed by a number of companies, it was
possible to compare it with cable traction, and in a report on
the "Conditions Necessary to the Financial Success of Elec-
tricity as a Motive Power," the comparative cost of cable and
electric construction were analyzed and a number of figures
were given as to the cost of electric operation. While most of
these figures would hardly bear scrutiny in the light of to-day,
after fifteen years of experience, they were undoubtedly of con-
siderable help to the companies considering a change of motive
power at the time they were given. The report concluded with
the statement "that electricity as a motive power is as far
ahead of the cable as the cable was an advance over horses."
Many of the members were inclined to question this statement
for a number of years after it was made, but it has since been
demonstrated to be true. As the first Sprague road at Rich-
mond, which was started in operation the early part of 1888,
had been a subject of so much interest, and had received so
much attention from street railway men, the association can
perhaps be pardoned for giving the floor to a representative of
the Sprague Company, who explained at length why local con
ditions and 111151113.115. gement at Richmond were responsible for
a rather dilapidated state of the electric railway there. How-
ever, electric traction needed no apology by that time. H. A.
Everett, of Cleveland, told of operating thirty motor cars to
his full satisfaction on the East Cleveland road. Mr. Monks,
of Boston, told of the successful beginnings of electric traction
on the West End road, and some one from every part of the
country reported successful operation by electricity. The use
of "Motors Other Than Animals, Cable and Electric" was dis-
cussed and reported upon, but with no more evidence that a
successful motor could be found than in the report of the year
previous. The horses were not all dead yet, however, and
came in for a small amount of attention in the report of a com-
mittee on "Food and Care of Hcrses."
In 1890, at Buffalo, the convention opened with the report
of a committee on "Perfect Street Railway Horses," but the
discussion was rather limited, and the association proceeded
to the consideration of mechanical motive power. In the report
of the committee on "Electric Motive Power Technicallv Con-
HENRY M. WATSON, JOHN G. HOLMES.
lJresident,lSSI0-18!U President,lS91-lS92
sidered," we find much more inclination to go into the details
of electrical operation and maintenance than at any previous
meeting. The cost of maintenance of electric motors, which
was naturally a question of much interest and speculation, was
taken up in this report and definite figures were given as to the
cost and life of various parts of electrical equipment. An elec-
tric line which had been in operation for over a year in Buffalo,
offered an opportunity for inspection, and some exhibits of
electric cars and appliances were made at the Cold Spring car
house. There was some discussion on a report concerning the
"Relative Cost of Motive Power for Street Railways," and
this question was more extensively discussed at later conven-
tions. "Plans for Development of Traffic" and the subject of
"Public and State Treatment of Corporations" took up the re-
mainder of the time at this convention.
In 1891 Pittsburg was the place of meeting. By this time
electric traction had gained such an established foothold that
three of the five papers were given to subjects pertaining to
electric traction. Of the two papers, one was on "A Year's
Progress of Cable Motive Power," and the other a continua-
tion of previous report mi "Public and State Treatment of Cor-
porations." There was still much discussion as to whether the
overhead trolley, underground conduit or storage-battery sys-
tem would be the coming system, but in the meantime the over-
head trolley was going up everywhere, with the exception of a
522
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
few experimental roads. At this convention the relative costs
and advantages of cable, electric and horse motive power were
analyzed more thoroughly than ever before, and while each
system had its advocates, the conclusion seemed to be reached
that for very heavy traffic the cable afforded the most econom-
ical motive power; for moderate traffic electricity was consid-
ered the most desirable, and for very light traffic horse traction
would be the only motive power justified. As this was the first
convention at which horse traffic received no attention, other
than to compare it with other methods, the year 1891, as far
as the work of the American Street Railway Association was
concerned, marked the end of the era of horses as street car
motive power, except that at later conventions the cost of horse
traction as compared with cable and electric was considered.
The Cleveland convention in 1892 was decidedly an electrical
affair. It is notable that this was the first convention at which
the return circuit received formal attention. "Street Railway
Roadbed and Underground Wiring" brought up the question
of rail bonds, supplementary return wires and other means of
improving the conductivity of the rail return, and a discussion
of these subjects has been live matter ever since. At this con-
vention a very interesting historical review of the events lead-
ing up to the formation of the American Street Railway Asso-
D. F. LONGSTREET, HENRY C. PAYNE,
President,1892-1893 President,1893-1894
ciation was given by D. F. Longstreet, of Denver. Mr. Long-
street's account of the cold reception with which his idea of
forming an American Street Railway Association had met
among some of the Eastern street railway companies is amus-
ing and surprising in these days when the advantages of organ-
ization and the exchange of ideas are better appreciated than
in the early days. There were indeed many local jealousies
which tended to prevent such an organization being formed.
The report on roadbed, before mentioned, brought out the fact
that street railway companies, with the advent of electric trac-
tion, were being obliged to entirely discard old ideas in track
work and adopt the most substantial girder rail construction.
It was about this time that companies were beginning to find
out what terribly weak spots the joints in ordinary track were
under electric traction. At this meeting the advantages of the
T-rail began to be generally recognized, and the inability to
adopt it in many cities regretted by the companies which could
not use it. It was also at this convention that the possibility
of using continuous track with joints welded or riveted which
would not provide in any way for contraction or expansion,
first became apparent from the reported results of experiments
on continuous track. One of the most valuable features of this
convention was the comparative data of the operating expenses
of a number of cable and electric roads. In this report the
conclusion was reached by the committee that the cable road
had reached a stage where but little room was left for improve-
ment, but that electric systems would continue to increase in
efficiency until all rivals were outdistanced; a conclusion which
we now see to be entirely sound. "Standards for Electric
Street Railways" was a subject reported upon, and, among
other things, a standard method of accounting was recom-
mended, so we see again the beginning of the Street Railway
Accountants' Association of America. The committee natur-
ally found it very difficult to recommend any dimensions of
parts as standard, and the impossibility of standardizing at that
time can be easily seen by glancing over the suggested dimen-
sions for various parts, nearly all of which have been increased
in practice of later years. The report even went into the ques-
tion of rating of motors at length, but this branch of the sub-
ject has never been followed up further by the American Street
Railway Association, but has been left to the American Insti-
tute of Electrical Engineers.
In 1893, the year of the World's Columbian Exposition at
Chicago, Milwaukee was chosen as a place near enough to the
Exposition for convenience, and yet far enough away to keep
the convention free from its distractions. An extended report
and considerable discussion was had on "Power House En-
gines." A committee on "The Best Method of Heating and
JOEL HURT, H. M. LITTELL,
President,1894-1895 President, 1895-1896
Lighting Cars" discussed mainly the heating question. At
that stage of street railway development, it was mainly a ques-
tion between stoves and electric heaters. "The Use of the
T-Rail on Paved Streets" received attention again, and was
discussed at length. "The Use of Storage Batteries as Auxil-
iaries to Power Stations" was for the first time brought up in a
street railway convention this year. Before this time storage
batteries had been mainly considered as the possible sources
of motive power carried on the car. Direct-connected engine
and generator units were just coming into use for railway
power stations in 1893, and a report made on this subject was
therefore very timely. The report illustrated some of the few
large direct-connected railway generators in operation at that
time. This year practicaly marked the end of the belt-driven
period on electric railway generators.
In 1894 the association went South to Atlanta. The year
previous there had been a notable increase in the length of
papers and reports, and at the Atlanta convention the pro-
gramme was even more crowded. "The Use of the T-Rail on
Paved Streets" was again taken up, and a report giving the
cities in which the T-rail is used in paved streets has proven of
much value to street railway companies in securing municipal
permission to lay the T-rail. The report included data from
twenty-six cities using the T-rail. Many cities were not in-
cluded and others have since adopted it. Perhaps the gradual
( )CTOBER 8, 1904.]
evolution of the street railway business was better shown in
no other way than by the reading at this convention of a report
on "Mail, Express and Freight Service on Street Railway
Cars." A number of papers on special mechanical and elec-
trical subjects, by manufacturers and others, were accepted at
this convention for insertion in the minutes. Both air and
electric brakes began to be pushed prominently to the front.
Perhaps after all, one of the most important reports was that
by H. I. Bettis on "A Uniform System of Street Railway Ac-
counts." While reports of a similar nature had been previously
presented, this brought matters to a head, so that probably the
direct result of this report was the organization of the account-
ants, which took place a little over two years later.
The Atlanta convention -brings us down to the past decade,
and it is probably unnecessary to outline as fully the work of
the association within that time, because this work is better
known, and also because it is not as easy to judge of its per-
manent value. Accordingly, in the review of the past ten
years, mention will be made principally of such features of the
work as lasted through several conventions.
At the convention of 1895, which was held in Montreal, the
question of transfers received more attention than at previous
ROBERT McCULLOCH, ALBION E. LANG,
President,1896-1897 President,lS97-1898
conventions, and it may be said in general that this question of
transfers and how best to prevent their abuse and misuse has
received much more attention during the past ten years than
formerly, because of the great increase in size of the street rail-
way systems operated under one management, due to consolida-
tions and the suburban extensions resulting from the adoption
of electric traction. Conditions of the past ten years have
necessitated transfer systems which were unthought of in days
when there were many different companies operated in a city
and transfers were not expected. Transfer problems are there-
fore of comparatively recent origin, and the transfer has been
heard from several times in conventions since the rather com-
plete discussion given to it at Montreal.
The convention returned to St. Louis again in 1896. Among
the more prominent subjects at this convention was that of
track and track joints. Cast welding was at this time just en-
tering the field. A report on the design of power stations to
produce the most economical results summarized briefly the
best practice at that time, and it is of interest to compare this
with a report on the same subject by the same author before
the Saratoga convention in 1903, when the plans for a mam-
moth alternating-current generating station, 5000-kw steam
turbines, was presented as representing the most advanced
modern practice. The report of 1895 outlined a power station
in which the maximum size of the units was 1500 kw, and in
523
general it was, of course, a much simpler piece of engineering
than the one of 1903.
At the convention at Niagara Falls in 1897, reports on the
use of multiphase current transmission and the application of
storage batteries to electric traction, showed what progress
electric railway engineering was making, but, after all, perhaps
the report of most lasting value presented was that on municipal
ownership of street railways, in which European conditions
were analyzed very thoroughly and the drawbacks of municipal
ownership in the present state of American municipal politics
pointed out.
In 1898 the convention again went to Boston, the city of its
birth. One of the principal subjects for discussion at this con-
vention was a comparison of single and double-truck cars. This
question, which was practicaly brought up the first time at
Boston, has always provoked considerable discussion whenever
touched upon since in convention. A change in the general
sentiment regarding double-truck cars has been noticeable, both
in the proceedings of the convention and on the streets of
American cities, for, as we all know, there has been a great
increase in the number of double-truck cars. Maintenance and
inspection of equipments was also given considerable attention.
CHARLES S. SERGEANT JOHN M. ROACH,
President,1898-1899 President,1899-l'Jl>0
At this convention a report was discussed on "To What Ex-
tent Should Street Railway Companies Engage in the Amuse-
ment Business?" Beginning with 1893, there had been a great
deal of activity among street railway companies providing
pleasure resorts for inducing traffic. It was not until 1898,
however, that this branch of the business was sufficiently recog-
nized to be given a place on the convention programme.
The convention met again in Chicago in 1899. Maintenance
of equipment, track construction and train service were the
principal operating subjects discussed, and a paper on "Invest-
ments in Street Railways, How They Can Be Made Secure and
Remunerative," received considerable attention.
At Kansas City, in 1900, "double-truck cars" again came up
for extended discussion. The work in this convention was alsn
notable because of the amount of information regarding paint-
ing and maintenance of car bodies which it drew out.
The convention at New York in 1901 was notable, not only
for the size of the attendance, but for the size of the published
proceedings. The increasing importance of interurban roads
was manifested at this convention by the attention given to a
paper on "The Relation of Interurban Roads to City Roads,"
which was a review and discussion of traffic agreements be-
tween city and interurban lines. Another paper indicating the
importance of the interurban road was one on block signals.
Ever since the association has started there has been some
STREET RAILWAY JOURNAL.
524
attempt to get nearer to standards in street railway equipment.
Committees have reported from time to time on standard
nomenclature and standard dimensions for various parts of the
equipment. The convention at New York goes down into his-
tory as notable for having had presented to it the first report
recommending standard forms and dimensions for many things
in connection with electric railway equipment. Other reports
of a similar nature were presented in succeeding years, and at
the last convention the matter was practically turned over to
the new American Railway Mechanical and Electrical Asso-
ciation, but the report at New York forms an important mile
post in the history of the attempt to adopt electric railway
standards. That more progress has not been made in this direc-
tion is due to the inherent difficulty of introducing standards
among electric railway companies at the present time.
At Detroit, in 1902, the convention met amid distinctly in-
terurban surroundings, at the center of one of the most im-
portant interurban systems in the country. Although subjects
pertaining purely to the operation of interurban roads had not
previously occupied as large a portion of convention pro-
grammes as might be expected, considering the very rapid
growth of interurban roads recently, the general trend of all
discussions at Detroit showed plainly what an important part
the operation of interurban systems is taking in the electric
railway interests. Freight and express business as carried on
by interurban roads formed the basis of an extended report
presented to the Detroit convention. The adjustment of dam-
age claims has received more attention the last few years than
formerly, and was one of the prominent topics at Detroit. That
Ibis quest ion is receiving an increasing amount of attention at
conventions is probably due to the tendency of the times toward
an increasing number of unjust damage claims and the allow-
ance of exorbitant damages by juries for personal injuries not
due to the fault of the company.
When the convention met at Saratoga in 1903, there had
sprung up during the year a new organization which is mani-
festly destined to make considerable change in the character
oi convention programmes in the future. The American Rail-
way Mechanical and Electrical Association will doubtless have
given to it by common consent the discussion of the mechanical
subjects connected with street railway operation. Although
the Saratoga convention is not old enough in history so that a
fair judgment can be formed as to things it did, which will be
of lasting benefit, one matter was brought to a head which has
been running through convention proceedings ever since the
organization of the association, namely, that of standard rules.
As the proper conclusion of several years' work of a committee
mi standard rules, the Saratoga convention adopted a standard
set of street and interurban rules for the government of con-
ductors and motormen, and recommended that these rules be
adopted by all companies in the business, at the same time
recognizing that improvements will probably be made from
time to time in the rules as adopted.
In a brief sketch of this kind it is manifestly impossible to
mention in detail many excellent reports and papers on various
subjects which have been presented from time to time, and
which form a mine of valuable information. It has been possi-
ble only to simply call attention to papers and discussions which
[Vol. XXIV. No. 15.
represented general tendencies in various directions of activity,
noting the beginnings of certain movements and following
them through the history of the association.
In conclusion, it may be said that a general review of the
work of the American Street Railway Association for the past
twenty-two years shows that the progress of the art has been
so rapid that the conventions are merely mile posts on the road
of progress. As is fitting in a conservative body like the Amer-
ican Street Railway Association, many of the new things have
not been brought up in convention until they have beeh tried
on a large scale in actual street railway practice. It would not
be profitable for the association to take valuable time in con-
ventions for the discussion of suggested improvements which
have not demonstrated their worth; the proceedings of the
association are therefore necessarily a little behind the real
progress of the street railway art. In the discussion of new
inventions, beginning with the introduction of mechanical trac-
tion as a substitute for horses, and ending with the steam tur-
bine as a substitute for reciprocating engines, there has always
been one element in the association eager to discuss the new
WALTQJ5 II. HOLMES, H. H. VREELAND,
Presfdent,1900-l!l01 Presid'ent,1901-1902
and untried, and another protesting against such a policy and
desiring to confine the convention proceedings to questions of
operation and existing appliances. These two elements have
so balanced each other that the association has never, in the
long run, given any undue amount of time to the discussion of
the very new things, and at the same time has not been behind
in the march of progress.
The preceding remarks are all historical. I would in a few
words criticise a weak point in our conventions. While we all
like a "good time" and enjoy very much the hospitality of our
friends who invite us to their respective cities, don't you think.
Reader, we should give a little more time to business? or in
other words, "business first, pleasure afterwards." Let us be
prompt to attend the business sessions and stay until adjourn-
ment, help the business along by giving our mite to the dis-
cussions. We owe to the company which sends us as delegates
attendance at all sessions, and also to the gentlemen who spend
days and weeks getting up papers for our enlightenment, and
hereafter let us work first and play afterward. The writer en-
joys a "good time" as well as any one, and perhaps is entitled
to as much of this criticism as any one, but let us all try and
attend to business first in the future and then visit with our
friends, very many of whom we only see once a year.
STREET RAILWAY JOURNAL.
THE EVOLUTION OF THE INDUSTRY
IN HORSE CAR DAYS
BY C. DENSMORE WYMAN
ONE may plead guilty to having
witnessed and actively partici-
pated to a greater or less ex-
tent in the discussions, plans
and actual work incident to the
evolution of the modern elec-
tric railway without such a
plea being accepted as a con-
fession of great age, or with-
out characterizing its maker
as a person properly to be
styled after the fashion of
newspaper reference as the
"Oldest Inhabitant." As a single life time spanned the gap be-
tween the Declaration of Independence and the laying of the
first rail of the Baltimore & Ohio Railway, the dean of the
steam railroad fraternity, so the period of experiment and en-
deavor covering the development of the modern street and
interurban car has been a marvelously brief one, when we
consider the importance of such a step in the economic history
and development of urban, and suburban communities.
It seems but yesterday that the ponderous and aldermanic
omnibus, as if weighted with the memories of its distinguished
ancestry, lumbered over the streets of New York and refused
for a time to yield its place to, what it apparently considered,
the impertinent and "smartish" street car that, with business
directness, hastened along an iron way to its destination, in-
stead of winding over the cobbles and through the dust of the
ordinary city highway. But the horse car, with its modem
conveniences and more rapid pace, soon found such favor with
the public as to become a necessity for general city transporta-
tion service, and the 'bus was relegated to the limbo of the
outgrown and the superseded. And later, in answer to the
demand for a more rapid means of transit than could lie af-
forded by animal power, came the cable and the electric trolley
car to work in like manner the downfall of its horse-propelled
predecessor.
These changes, to be sure, have taken place with various
overlappings, as though the representatives of each were loath
to part company, and in Xew York the tinkle of the street car
bell yet mingles with the brazen clamor of the trolley car gong,
while over the water the tram is yet regarded as savoring less
of gentle ancestry and position than the old-fashioned 'bus,
and is thus securing a tardy recognition.
The step from the omnibus as a means of regular city transit
to the horse car was more deliberately taken than that from
the latter to the electric trolley, but this was largely due In the
fact that when that form of traction asked admission to the
field hitherto occupied by the omnibus lines, questions of fran-
chise, involved in the granting of rights to lav permanent
tracks in city streets, exciterl widest discussion and not a little
opposition. Even in our land and age of accelerated motion
and restless genius, there was great disposition to hesitate be-
fore granting such privileges; for, although omnibus companies
bad been given charters for regular routes in some of the larger
municipalities, such charters did not involve the placing of a
permanent style of construction in the cities' highways, and,
hence, did not invite special criticism, either for legal, business
or aesthetic reasons. The change proposed was a radical one,
and such changes alwajs excite apprehension as to final results.
When Rowland Hill's penny-post scheme had gained such sup-
port as to be very seriously considered in Parliament, Sir
Robert Peel, the greatest financial minister of his day, was its
strongest opponent and prophesied nothing but loss and failure
as a result. In the light of the present status of street railway
franchise questions and the benefits which have accrued to the
cities of the country in which liberal charters for urban trans-
portation privileges have been granted, it is amusing to read
the prophesies of danger and hazard to the public, presented in
the newspapers, legislative and municipal halls at the time the
street railroad companies were seeking street rights, as sure to
come if cities should be gridironed by street railway tracks.
The steam railroads, aided financially and in other ways by
the States and towns which they proposed to traverse, secured
legislative permission to condemn property and acquire rights
of way before the street railroads entered the field. But when
the latter sought to operate within cities upon streets dedicated
to public purposes and hitherto used in common by vehicle
owners and 'bus proprietors, they encountered vigorous opposi-
tion, and were obliged to meet and overcome legal and social
arguments, the echoes of which have not entirely died away.
Those of us, therefore, who were actively engaged in the
horse car business may claim that the years covering the in-
troduction and development of that species of urban traction
were the arena in which was fought out many of the broad
questions incident to the general city transportation question,
and that no given period has been more prolific in the discus-
sion and settlement of problems, the wise solutions of which
have made for the growth and enlargement of the great urban
communities of the country.
When the writer first became connected with one of the
horse railways in the city of Xew York there was no Railroad
Commission in the State. No general railway enactments by
which a street railroad might incorporate and acquire rights
to do business had been passed, and companies were obliged to
operate very largely under special acts which from time to time
had been passed by the Legislature covering their privileges
and limitations. Accident law, too, as applied to happenings
of that sort in connection with street railway transportation,
was meager and confusing, and the great dictum of "Stop,
look and listen" had not been enunciated.
The decade from 1874 to 1884 may be fairly considered the
period of greatest development in horse car history, for during
that time the street railroads of the progressive cities of the
country, responding to the demands for improved cars and
more frequent service, introduced and adopted many conven-
iences in the form and style of vehicles and in their practical
operation, and thus secured favorable recognition and a liberal
patronage.
In Yew York City at the close of the period named, there
was hardly an avenue traversing Manhattan Island from north
to south, below Fifty-Ninth Street, which did not have upon it
and give its name to a horse railway line, and many of the
crosstown lines in I lie metropolis bad already been pro jected
or built. Some twelve or fifteen separate and independent com-
panies were serving an insistent and critical public, and, with
526
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
one or two exceptions, all were prosperous and progressive.
The securities of these companies had not the honor of a
place on the active list of Stock Exchange offerings, and while
for this reason they lost the advantage of being easily bought
and sold, they avoided the hazard of manipulation for stock
jobbing purposes and did not figure in the daily record of the
ups and downs of bull and bear movements ; but their dividends
were as even tenored as the jingle of the nickel in the fare
box, and they were held strong and fast by cautious investors
and financial institutions.
During this period, improvements in constructions of cars,
such as the monitor roof, the present style of coupling, the cash
register, the open-sided, cross-seated summer car and many
other innovations, which in form enlarged and strengthened
are used to-day in our electric cars, were introduced and
adopted.
The principles of general organization were studied and ap
plied, and out of the desire of street railroad managers to dis
cover what was best in that direction, and to secure such ex-
change of opinion and judgment as would make for the discov-
ery of the best practice, was born the American Street Rail-
road Association, that organization which has borne such mag-
nificent fruit since its first meeting in 1882. Xor can we fail
to mention that street railroad literature came into being dur-
ing horse car days, and we who have been so long the bene-
ficiaries of the journals devoted to the interests of our kind
of transportation business cannot acknowledge in too strong
terms the debt we are under to thess publications.
We cannot forget that in horse car days very many* of the
questions affecting labor and the problems of the relations of
employer to employed were as calmly, patiently and studiously
considered as they have ever been at any time by the managers
and directors of corporations, and the general lines of con-
clusion in regard to the rights of labor and the rights of the
employer reached, after much study and some conflicts, during
horse car days, remain unimpeached for the present time. It
is perhaps notable that in the city of New York, since the time
of the last general clash between the horse car employees and
the companies, no strike or serious railroad conflict has oc-
curred.
One is tempted while writing of the horse car days to name
the men whose far-sightedness, business intelligence, public
spirit, and whose financial faith solved in such an excellent
manner for their day the question of urban transportation. It
was their work which gave such an impetus to the territorial
expansion of the cities of our country, and which added so
greatly to the wealth and comfort of their inhabitants, but the
limits of this brief reminiscence will not permit the inclusion
of so splendid a roster.
One characteristic of the horse railroad director and manager
of the period covered by memory of the writer must not be left
unmentioned, and that is the lively expectation that his open
and willing mind, universally evidenced by his constant search
for some better motive power for cars than that afforded by
horses. He was above everything else progressive, and was
ready to adventure time and money to discover a more rapid
and a better source of power than he had at hand, and the
records of the annual meetings of the association bear witness
to the many discussions had by the representatives of the horse
car companies as to the feasibility of employing as a motor,
steam, electric, cable or compressed air. In the investigation
of each of these motive powers the early railway companies
spared neither time nor money, and it is to the credit of the
penetration and zeal of the horse car manager that when once
a demonstration had been made, even in the crudest way, that
cable or electric power could be utilized practically for the pro-
pelling of cars, he exhibited comparatively no hesitation in
making the change.
"From the days of the first grandfather everybody has re-
membered a golden age behind him," but we sometimes are
tempted to despise the old and simple as cheap and unimportant.
The days covering the organization of the horse car com-
panies, and the development of their business, and ending with
the change of their motive power to cable and electric traction,
were days potential in all that has gone to produce the present
improved status of the art or science of street railroading. If
we wish to characterize them broadly, we might say they were
days covering the discovery of the broad, general principles of
street railroad organization and methods, while the present
regime is more concerned with questions of technique, of scien-
tific engineering and of comparative statistics.
Viewed in perspective and without any disposition to mag-
nify the excellencies or to forget the deficiencies of the horse
car era, we can but acknowledge, as we look back over its
work, that it presents a most interesting chapter of a fruitful
period in the history of street car transit for cities and towns,
and that to the skillful, energetic and public-spirited men en-
gaged in the business at that time, not only are we who remain
in the line of work which they projected and instituted, but all
citizens in town and country, indebted for the enlarged and
multiplied utilities brought within their reach during the last
few years in the line of better urban and interurban trans-
portation.
"Still o'er the earth bastes Opportunity,
Seeking the hardy son] that seeks for her."
EARLY ELECTRIC RAILROADING IN NEW ENGLAND
BY E. C. FOSTER
SIXTEEN years ago, at the beginning of the electric rail-
road development in New England, I was connected
with the Lynn & Boston Railroad Company, in the
capacity of superintendent. Amos F. Breed, of Lynn, was
president of the company, and E. Francis Oliver, of Boston,
was the treasurer. Our corporation, like most other street
railway companies of that time, was controlled by the presi-
dent, treasurer and their friends, the balance of the securities
being distributed among local people.
I, personally, am not familiar with the first negotiations
which took place relative to the equipment of our system with
electricity, because they were taken up by our president and
treasurer and discussed at considerable length with Gen. Eu-
gene Griffin, who then represented the Thomson-Houston Elec-
tric Company, and is now vice-president of the General Elec-
tric Company. The subject was first seriously considered in
the year 1887, when it was proposed to build and equip elec-
trically 1 mile of track located on Ocean Avenue, in the town
of Revere, where now are the famous Revere Beach and the
world renowned State bath house of the State of Massachusetts.
At that period Revere Beach was used as a recreation resort
by the people of Boston and vicinity in only a limited way, and
for a long time the Revere Street line was the only one run-
ning to the beach. This road had formerly been operated by a
steam dummy. Subsequently a second connection to the beach
from the main line, which extended between Lynn and Boston,
was constructed by the way of Beach Street, Revere, from
Broadway, and when in 1887 electricity was proposed, the plan
was to build an electric line on Ocean Avenue, connecting these
October 8, 1904.]
STREET RAILWAY JOURNAL.
527
two lines — namely, Revere Street and Beach Street, and ex-
tending even further than Beach Street, in the direction of
Boston, making the distance to be equipped about 1 mile.
Many conferences were held between Gen. Griffin and other
representatives of the General Electric Company, and Messrs.
Breed and Oliver. Mr. Breed was very conservative and Mr.
Oliver an ultra-conservative, and, as they had nursed the prop-
erty from a non-dividend paying one, with the stock selling at
75 cents per share to a par value of $100, they were naturally
inclined to be cautious and conservative.
One of the most serious objections that they had to the equip-
ment of the line electrically was the height of the car floor
above the rail, made necessary by the use of two motors of the
F-30 type. This elevation created a possible danger, in their
minds, to the passengers, especially to ladies and children, when
entering and alighting from the car, and many earnest and
sincere conferences were held on this particular
subject after all other points had been decided
upon. I remember very well that our treasurer
was very much concerned about this one particu-
lar feature. But after due consideration, it was
decided to build this experimental line and equip it
electrically. The equipment consisted of but one
car, and that an open cross-seat car, as the line
was to be operated during a short period in the
summer season.
After all details had been arranged and every-
thing was satisfactorily adjusted, the construction
of the track was commenced and prosecuted vigor-
ously until the road was completed. The equip-
ment of the car was also undertaken by the Thom-
son-Houston Company, and Mr. Ballard, then one
of the trusted employees of the Thomson-Houston
Company, and now one of the chief operating su-
perintendents of the mechanical department of the
Boston Elevated Railway Company, was put in
charge of this work. There were many obstacles
to be overcome, but they were successfully sur-
mounted by Mr. Ballard and his associates, so that
on July 4, 1888, the line was put in operation. The power for
propelling the car was purchased from the North Shore Elec-
tric Company, which was controlled and operated by the Thom-
son-Houston Company.
At that time there were no such conveniences for car repairs
as are in existence to-day. For instance, we had no pit, and
any work required on the motors had to be done by the me-
chanic laying upon his back in the dust underneath the car and
working in that position.
The equipment, as I recall it, cost $3,200 for one pair of
motors of 15-hp capacity each. They were very heavy and
cumbersome, yet they furnished the motive power for the mov-
ing of the car with as many people as could be packed upon it,
and as the road was something of a novelty, it being one of the
first roads equipped in the State of Massachusetts by electricity,
the patronage at times was very great.
The cost of duplicate parts for repairs was something enor-
mous, but we were inexperienced, and not knowing the actual
cost, believed that they were all right. I recall very well that
we paid $7 for a trolley wheel such as we are purchasing to-day
for from 52 cents to 58 cents each, and all other duplicate parts
were charged for in the same ratio. This condition prevailed
for a time, as every one connected with street railways was a
horse railway man, and not having had any experience elec-
trically, depended entirely upon technical men and believed
that any price that was charged for repair parts was all right.
Subsequently, a second line was equipped by the Lynn &
Boston Railroad Company, that operating over Union, Rock-
way, Hollinsworth, High Rock Avenue, Essex and Market,
Oxford Street and Central Avenue. This road formed a belt
line about 2 miles in length, and ascended a grade of about
9 per cent and descended one of 12% per cent. When this
line was equipped and put in operation it seemed to the ordinary
person that the power contained within the motor was almost
beyond comprehension. It did not seem credible that a car
without any visible power could glide along as it did, ascending
and descending grades with absolute safety. This line was
often referred to at that time by the experts of the Thomson-
Houston Company as an example of what electricity could
accomplish as a motive power, and was visited by many railway
managers from different parts of this country and abroad.
Subsequently, a third line, that from Central Square to
Nahant Beach, was equipped and operated. This line was
constructed under the supervision of an engineer named Jones,
who since that time has represented the General Electric
Company in South Africa.
After operating the line on Revere Beach during the summer
season and commencing to operate the line over the "Highland
Circuit," as it was commonly called in Lynn, during the winter
season, many obstacles were encountered in the way of snow
and ice, and the question arose whether a snow plow could be
operated by electricity or not.
An experiment was tried in our shops in Chelsea, under the
supervision and management of H. E. Farrington, then master
mechanic, who conceived the idea of building a snow plow
somewhat upon the lines of the old-time horse plow. The plow
was operated by two F-30 motors, connected with the axle by
sprocket chains, thereby reducing the efficiency very materially.
This type of plow has continued to be operated up to the pres-
ent time, with many modifications. Although the plow of to-
day, as operated by motors attached directly to the car axles,
is much greater in capacity and contains many modern im-
provements, the first idea, as in many other machines of great
importance in the commercial world to-day, has simply been
improved, but not materially changed in design.
The third problem was that of crossing a steam railroad
THE FIRST ELECTRIC CAR ON THE LYNN & BOSTON RAILWAY
528 STREET RAILWAY JOURNAL. [Vol. XXIV. No. 15.
track. At that time all the gates protecting the general public
at such crossings were of the single rigid arm type, and it was
impossible to lower and elevate them without striking the wires,
and as the steam railroads had the authority to maintain the
gates as they did, the electric cars had to coast across the steam
tracks. A young man living in Lynn conceived the idea of over-
coming this difficulty by the erection of four posts — two on each
side of the steam railroad track, those two on each side being
connected by a double steel truss, with space between the two
trusses to admit of the lowering and elevation of the gates.
The posts were 14 ins. square, and the truss was about 4 ft. in
height, and of sufficient strength to support its own weight, so
that it made a very formidable looking structure in the street.
The young man who conceived this idea believed that he had a
AN ELECTRIC SNOW-PLOW OF 1889
fortune in sight, but, like many other unfortunate inventors, he
was doomed to disappointment, and subsequently took down
the structure at his own expense, as he had erected it. Some
other active-minded person had conceived the idea of putting
a hinged extension on two of the arms of the gate, so that in
reality the arm of the gate was reduced in length by about 15
ft., and would pass by the trolley wire when being lowered or
elevated. This was such a simple device that every one won-
dered why somebody else had not thought of it long before.
As an evidence of the importance of this subject it might lie
said that the problem had previously been submitted to the
engineers of the Thomson-Houston Company, and they had
given it up, not knowing how to solve it.
Many other difficulties which presented themselves to the
operating man were gradually overcome, and to-day have be-
come nothing but commonplace events. The method of con-
necting the rails at that time was crude, but the problem was
not a difficult one to solve. There were many other questions
in connection with the operation of the electric railroad at the
early date which none but those who had to do with the opera-
tion can realize. The Crescent Beach Division of the Lynn &
Boston Railroad Companv. ment'oned above, was the first elec-
tric railway built by the Thomson-Houst jn Company, and the
first instance of carrying passengers for hire in street cars by
electric power in Massachusetts, as well as one of the first to
be operated in the United States.
"The crude experiments already made with electricity as a
motive power in propelling cars clearly foreshadows the in-
evitable application of the new motor to our immediate inter-
ests,"— From Chicago Meeting, t88j.
THE EARLY WORK OF THE DAFT COMPANY
BY LEO DAFT
AFTER a number of experi-
ments in the line of electric
traction during 1881-2, the
Daft Electric Company, of
which the writer was the
founder, deeming it advis-
able to meet the often ex-
pressed disbelief in the pos-
sibility of running several
trains in parallel by a prac-
tical demonstration, hastily
built two more small loco-
motives in addition to the two which had been running on the
short narrow gage track in the yard of the Greenville factory
for several months, and in December, 1882, made almost daily
public tests with the four motors running parallel. Curiously
enough, that which seemed to occasion most comment among
the street railroad men was running the machines in opposite
directions on four sections of the same track.
While of small dimensions, these motors could hardly be
called toys, since one of them was frequently made to tow
a flat car loaded with 3 or 4 tons of iron, and as they were
single-reduction sprocket geared, the armatures were not in-
frequently suspected of smoking and other bad habits.
The control was by commuted fields and carbon-rod rheo-
stats, and the brakes were electric of the bipolar moving-core
variety. The track was 16-lb. rail of 22-in. gage, and spiked
on ties projecting well above the ballast, without any attempt
at other insulation.
Seeking opportunities for more practical work, early in 1883
the writer designed the electric locomotive "Ampere" for
FIG. 1. — DAFT MOTOR "AMPERE" — 1883
trial on the Mount McGregor steam railroad at Saratoga, and
during the summer of that year equipped about i% miles of
that road with a 35-lb. third rail, mounted on resinized wood
blocks in the center of the track, with soft rubber insulation
under the foot of the rail and bolt heads. The pressure was
130 volts, and except in drenching rains the leakage was in-
significant. The best work of this motor consisted in towing
an ordinary day coach containing sixty-eight passengers, mak-
October 8, 1904.]
STREET RAILWAY JOURNAL.
529
ing a load altogether of some 17 tons over a curve of about
100 ft. radius on a gradient of 93 ft. per mile. An accident due
to the breaking of a temporary coupling occurred on the first
day of public running, but after repairs were made the "Am-
pere" continued running intermittently for two or three weeks.
This motor was double-belt reduction, with both drivers en-
gaged from a countershaft under the body, and was controlled
by grouping the commuted field windings in various ways by
means of the controller shown on the switchboard in Fig. 1.
The other switches were for brake and main cut-off, or
"canopy" switch. The electric pendulum brakes are clearly
shown in the cut, which is from a photograph taken in the fac-
tory yard.
Following this experiment, two or three small show roads
were equipped by the Daft Company in 1884, and were operated
by the motors "Paccinnotti" and "Volta" at the Iron Pier,
Coney Island, and the Mechanics' Fair, Boston. In these cases
the drivers were insulated from the shaft on one side and the
current obtained from the outer rails. Some
35,000 passengers were carried in each case
during the season.
Among the visitors to the Coney Island ex-
hibit was one of the most progressive street
railroad men in America, the late T. C.
Robbins, then general manager of the Balti-
more Union Passenger Railroad, who lost
no time in communicating with the Daft
Company, and early in 1885 invited the
the friendly efforts of Mr. Robbins the powers were obdurate,
and the writer had to return again to New York, after a stormy
conference, with a contract embodying some modifications of
the original terms, and his heart "in his shoes."
But the worst was to come. When the designs for the mo-
tors and other apparatus were well under way, a hasty sum-
mons from Mr. Robbins called the writer to Baltimore, only to
learn that an eminent scientist had been consulted by one of
the more timid directors, and after carefully examining the
road had declared that "the man who undertakes to operate
this section by electricity in the present state of the art is either
a knave or a fool" ( !), ami such was the power of this really
eminent man's name that the directors were a unit in firmly
declining to allow their "business reputation to be trifled with"
by engaging in what appeared in the light of this opinion as a
"wildcat contract." Vainly the writer argued that the weight
of failure would rest almost entirely on the construction com-
pany ; the directors were deaf alike to argument or entreaty,
FIG. 2.— INSULATOR USED AT I1A LTIMORE, 1885^
FIG
-DAFT UNDER-TRAILING CONTACT USED IN BALTIMORE IN 18S6
writer to visit Baltimore with a view to equipping the Balti-
more & Hampden branch of the road with electric tractors.
In a subsequent letter to the Daft Company, Mr. Robbins de-
scribed this branch in the following terms: "There are not 2
miles of street railroad in the country more difficult to operate
owing to the unprecedented grades and curves," and again:
"There are not 300 ft. of level track at any one point on the road.
The grades vary from nothing to 350 ft. to the mile, with curves
from 40 ft. to 70 ft. radius on heavy grades." The curve diffi-
culty was further increased by the broad gage of 5 ft. 4J/ ins.,
then common in Baltimore. Altogether, the prospect for an
initial contract was so far from alluring the writer had no
difficulty in disguising his enthusiasm. But like the old wood-
chuck story, the road "had to be there," so he returned to New
York with the first really business railroad proposition yet re-
ceived, in the shape of a proposal for the Daft Company to
equip with two independent motors and the necessary track
equipment and wait for payment until the road should have
heen in satisfactory operation for one year! If the more or
less gentle reader ran imagine the true nature of this proposi-
tion in those days he must be another Kipling. But in spite of
and the day was practically lost when that sturdy old nobleman,
T. C. Robbins (for in the Emersonian sense I know no other
word that fitly describes him), stood in the breach and gave
the directors the alternative of carrying out the agreement or
losing their general manager. They did not lose their mana-
ger; and but a few months afterward the eminent scientist rode
over the entire line during a heavy thunderstorm in half the
time previously taken by the horse cars, and the writer regrets
to add that an irreverent conductor actually collected his fare !
At the end of the first year of operation the equipment was for-
mally accepted, the remainder of the purchase price paid, and
an order was given by the company for additional motors and
other material.
The "Morse" and "Faraday" were first delivered, and were
simply dummy cabs equipped with series motors, having com-
muted fields for grouping, as previously described. They were
single reduction, with cut-steel pinions and cut cast-iron gears,
weighed about 2T< tons each, and collected current from the
third rail by means of phosphor-bronze double flanged wheels,
resiliency mounted, and with ample provision lor lateral mo-
tion. The cars were of the then standard 16-ft. type, weighing
53°
some 5500 lbs., and occasionally carried seventy-five passengers.
For various reasons it was necessary to place the power house
at the Baltimore end of the track, where two Daft dynamos
were belted up to a jackshaft which was run by an Atlas 16-in.
x 24-in. medium-speed engine, and it should be noted that an
automatic cut-out formed part of the equipment. With the
dynamos always connected in series the normal voltage was
260. The 35-lb. third rail was supported on the now familiar
umbrella insulator with wooden block standards baked and
saturated with resin, Fig. 2 ; the leakage was small except dur-
ing the violent rain storms, peculiar to that region, when the
foot of the third rail was occasionally submerged for 200 ft. or
300 ft., but without interfering with the traffic. The rails were
FIG. 4.-THE "BENJAMIN FRANKLIN" NO. 1, USED ON NEW
bonded with tinned copper wire, riveted to the web with tinned
copper rivets.
Much of the work of installing both power house and track
was confided to the now well-known engineer, Horatio A. Fos-
ter. His host of friends well know with what characteristic
thoroughness and ability his share of the work was performed.
After the first year the equipment was increased by two
more, and somewhat stronger motors, and in the holiday rush
hours a two-car train was occasionally used. The normal mile-
age of each motor was 75 per day. The first under contact
trailing-arm device, designed and patented by the writer, is
shown in operation in Fig. 3, and was used at long crossings
early in 1886.
On Aug. 15, 1885, the road first began regular operation,
though the motor "Morse" had made many experimental trips,
and on the morning of that day the motor "Faraday," piloted
by Guy M. Gest, the "father of the motormen," who had been
indefatigable for some time in training men for all kinds of
work and being generally a host in himself, pulled out of the
yard with a 16-ft. car in tow, containing some forty passengers;
and the first commercial electric railroad in America had hung
up its shingle ! Among the passengers was John K. Cowen,
then chief counsel to the Baltimore & Ohio Railroad, who sug-
[Vol. XXIV. No. 15.
gested that the first nickel taken by the conductor should be
given to the writer, and accordingly this was done at the end
of the return trip, together with a letter written by Mr. Cowen
and signed by the conductor, J. T. Parrish, which is now in the
writer's possession.
The road continued in successful operation for four years,
or until the fall of 1889.
While the work of equipping the Baltimore road was pro-
gressing the writer had been making experiments with a view
to the use of electric traction on the elevated railways in New
York, and to that end had designed a locomotive more am-
bitious than anything yet attempted, which was finished at the
Greenville factory early in May, 1885. This was the "Benja-
min Franklin" No. 1, con-
sisting of a heavy boiler-
plate frame containing the
motor, pivoted at one end
and adjustable by means of
a pivoted vertical screw at
the other for convenience of
raising the cut-steel pinion
out of mesh with the cast-
steel gears on the driving
axle.
The gearing was single
reduction, the two steel-tired
drivers were 48 ins. diame-
ter, the trail wheels were 33
ins. diameter, and the frame
was surmounted by a dummy
cab, shown in Fig. 4, made
from photograph taken on
the Ninth Avenue track at
Fourteenth Street. The con-
trol was by means of com-
muted fields, similar to that
of the "Morse," and partly
by external resistance ; the
yoke ELEVATED RAILWAY pressure was at first about
300 volts, but this was later
increased by the addition of another dynamo to the two
already installed, and the three in series increased the
pressure to about 450 volts, which necessitated the use of
further external resistance in starting. The power house
was an abandoned sugar refinery on Fifteenth Street, and
was equipped by the Daft Company with a Wright-Corliss
engine, supplied with steam from boilers formerly used by the
refining company. Permission having been obtained several
months before to use the track of the Ninth Avenue Elevated
from Fourteenth to Fiftieth Streets, a distance of about 2
miles, including several gradients, the work of placing a 60-lb.
third rail supported on umbrella insulators, was completed in
June, 1885, and during the following month the "Ben Franklin"
began running experimentally at night, the road at that time
being clear of traffic between 10 p. m. and 4 a. m., towing two,
three and occasionally four-car trains. The third rail being
rough and rusty, caused the phosphor-bronze collecting
wheels to make so fine a pyrotechnic display that on
more than one occasion the policemen threatened to arrest
the entire crew for an incendiary attempt, but after
clambering up the lattice pillars, the crew in charge of the en-
tire section naturally declining to open the station gates, they
were deterred by the suave address of our good friend, G. W.
STREET RAILWAY JOURNAL.
October 8, 1904.
STREET RAILWAY JOURNAL.
53 1
Mansfield, who courteously intimated that the penalty of step-
ping on the track was instant electrocution. The experimental
running was continued at frequent intervals until December,
1885, and again during a part of the summer of 1886. The best
work done by this motor was towing a four-car train from
Fourteenth to Fiftieth Streets, including the long gradient of
1.86 per cent from Forty-second to Fiftieth Streets, in nine
minutes, as shown by the records. The motor was of about
75 nP. weighed %l/2 tons, and much too light for any regular
four-car traffic, besides being obviously defective in other par-
ticulars.
During the summer of 1888 the "Ben Franklin" was partially
reconstructed at the Greenville works, two extra drivers being
'added and the four coupled by connecting rods, rendering the
whole wheel base available for traction, and a much larger mo-
tor substituted for the one of 1885, besides other changes, in-
cluding the use of intermediate external resistance in control,
and the former third rail having been disposed of, a copper rod
y$ in. diameter was placed on improved umbrella insulators
for the entire distance, and at the side instead of the center of
the track.
A fourth dynamo was installed at the power house, and
in October, 1888, the experiments were resumed with
higher pressure and much better results generally. Pre-
vious to placing the motor in the dummy, Prony brake tests
were made in the power house, resulting in a development of
128 hp. For some two or three weeks of probation the new
"Ben Franklin" was required to run only at night, during stop
hours as before, since the admirably cautious Col. Hain, then
general manager of the road, to whose uniform courtesy and
kindliness the writer wishes to bear tribute, was naturally
averse from risking interruption of traffic until he had "seen
how the thing worked," was at last prevailed upon to allow the
torman, no such interruption occurred, though those who took
part in the work will remember moments of dramatic intensity
which they would not again willingly encounter.
FIG. 5.— "BENJAMIN FRANKLIN" OF 1887-8, ON NEW YORK ELEVATED RAILWAY
running to continue during the day upon two imperative con-
ditions: First, that the train should only be operated by the
writer himself or his chief assistant, F. H. Reed, and secondly,
that in the event of the least interruption to the regular traffic
the motor anil equipment should be immediately removed and
all privileges considered at an end. The records of the Ninth
Avenue Elevated Railway for that period show that though the
running with a four-car train was continued between the reg-
ular steam trains and during rush hours for several weeks in
October and November of 1888, with the writer acting as 1110-
F1G. 6.-MOTOR CAR IN ORANGE, N. J., WITH MOTORS
UNDER CAR
The mention of Mr. Reed's name in connection with the ele-
vated railroad work affords the writer an opportunity to pay a
tribute to his sterling worth. For nearly five years, during the
most strenuous of the pioneer days, much of the time as chief
assistant, he showed an ability, in-
genuity and devotion to duty under
the most trying circumstances, which
the writer can only recall with warm
admiration, and which qualities,
added to his unflinching loyalty,
have properly resulted in a success at
which his host of friends rejoice.
When the day running had been
continued for a week or two the
writer was summoned to the general
manager's office and thus accosted by
its genial occupant: "We see you
can yank an empty train out of the
switch at Fourteenth Street and
jump it up to Fiftieth Street in time
to get out of the way of the others,
but how about a train with people
hanging on to the straps?" In re-
ply the writer stated his willing-
ness to submit to any tests Col.
Hain thought it fair to impose under the circumstances,
and it was agreed that a flat-car train, loaded with rail-
road iron to the weight of an ordinary loaded four-car train,
should be placed at the disposal of the Daft Company for day-
light running to demonstrate the ability of the motor in com-
mercial work. This being done, during one endless day it was
towed up and down the entire section, between the steam
trains, while the writer stood at the controller with bis hair
growing grayer at the end of every trip. Those who know the
difference between a "live" train filled with alert swaying
532
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
FIG.
TRAINS PASSING ON BALTIMORE ROAD
cars "with motors on the platform," as has
been stated several times, but always, with one
single exception, where it has been the rule
to place them ever since. The exception was
one open car for the Los Angeles road, in
which case the motor was placed in the center
in a compartment which required the sacrifice
of two seats for that purpose. Two cars for
Ithaca, five for Mansfield, Ohio, and twenty
for Asbury Park were practically of the same
design — that is, motors underneath the cars,
cut-steel pinions and cut cast-iron gears.
The Asbury Park road was opened in Sep-
tember, 1887, and the equipment of twenty-
cars was required to meet the heavy fluctua-
tions of traffic incident to a crowded summer
bodies, and on easy springs, and a "dead" one made
up of almost springless flat cars loaded with immovable
material, will understand the predicament. That the colonel
was having his little joke was attested by the two steam loco-
motives held in the switches at each end, ready to pull the elec-
tric train out of the way at short notice in case it broke down ;
but their services were not needed, and, much to the colonel's
surprise, the train pulled into the switch at Fourteenth Street
after the day's run "with all colors flying." The daylight run-
ning with the ordinary four-car train was continued for some
weeks longer, and then as a further trial night work was re-
sumed, with the object of testing the ultimate capacity, of the
motor on the gradient between Forty-second and Fiftieth
Streets by adding cars to the limit.
This was done until a train of eight cars was successfully
hauled over the section at a mean speed of io miles per hour,
anil up the gradient of 1.86 per cent at 7 miles per hour.
Returning to earlier street car work, in 1886 a car was
equipped for the first section of the Orange Cross Town line,
which ran on that section for a short time, was equipped with
the motor underneath the car and with double-reduction cut-
steel pinions and cut cast-iron gears, and was not only elec-
trically lighted, but provided with electrical push buttons and
bell for the convenience of passengers. Fig. 6 is from an old
engraving of this car, which is chiefly referred to as evidence
that the Daft Company never then or at any other time equipped
FIG. 8.-
resort.
March,
-MOTOR CAR ON ASBURY PARK ROAD-1887-F. H. REED
AS MOTORMAN
The
FIG. 9.— DAFT MOTOR CARS IN TRAIN— LOS ANGELES-1887
track was a belt line of 4 miles in length. In
after the road had been running some eighteen
months, a fifty-five-hour test for general per-
formance, with fourteen cars running, was
made by the well-known expert mechanical
engineer, F. E. Idell. From this report, pub-
lished in the "Stevens Indicator" for April,
1889, the following is extracted:
"With a power plant capable of driving
twenty cars, and running but fourteen, the
cost of motive power per car, in use, was
about $3.13 per day of seventeen to eighteen
hours. This includes interest and deprecia-
tion on the cost of the power plant, motors
under the cars and overhead system, wages of
two engineers and two firemen, coal, oil, waste
and water.
"If twenty cars were run, the cost of motive
power would be $2.68 per day. If horses were
used, 140 to 200 would be necessary for the
same service, and the cost of keeping these
would be at least 50 cents per day per horse,
or $5 per car per day. Consequently at Asbury
October 8, 1904.]
STREET RAILWAY JOURNAL.
533
Park the electric road is being run at one-half
the cost that a horse road would be in the same
locality." Fig. 8 is from a photograph show-
ing a car on this road.
Early in 1886 an application was received
from the promoters of the Pittsburgh, Knox-
ville & St. Clair Railway to consider its equip-
ment by electricity, and the writer, looking
over the proposed route, found, among other
appalling features, a gradient of over 15 per
cent and ten curves of short radius on consid-
erable gradients, together with a conduit of
some 800 ft. long at the lower terminus. The
total ascent in the miles of track was 500
ft., and the curve difficulty was further ag-
gravated by the gage of 5 ft. 2l/z ins., then
standard in that region. No mechanical
tractor for street railways had anywhere
FIG. 10. — MOTOR TRAIN ON 15 PER CENT GRADIENT-
IT TTS BURG, 1887-8
been built capable of such work, and the proposal ought
to have been promptly rejected as prohibitive; indeed, the
writer strongly objected to the undertaking as too much in the
nature of "tempting Providence," but rash promises had been
made and an offer of several thousand dollars advance payment
sufficing to turn the scale, a contract was signed which for
sheer hardihood, to call it by no harsher name, is probably un-
equaled in the annals of street railway practice.
In a winter climate such as that of Pittsburg, gradients of
12 and is per cent cannot lie safely negotiated with a motor
and trailer aggregating n or 12 tons without special devices,
and a rack rail was accordingly provided on the heaviest grad-
ients, with which an adjustable cast-steel sprocket wheel was
made to engage, when occasion required, by means of an at-
tachment under the motorman's control.
The five motors required for the proposed schedule were
provided with four 33-in. drivers, connected with quartered-
connecting rods and toggle-geared brakes, double-reduction cut-
steel gearing, and weighed about 5 tons. After the usual delays
incident to early work, two of the motors were delivered in
August, 1887, but owing to troubles in road construction it was
not until the following March that the road began carrying
passengers, and the few succeeding months were full of the
tribulations which might have been anticipated from such an
attempt. At length it was brought into fairly regular opera-
tion, largely owing to the indomitable courage, skill and un-
FIG. 11.— MOTOR TRAIN CHANGING FROM TROLLEY TO CONDUIT— PITTSBURG, 1887-8
wearying perseverance of Robert McA. Lloyd, who was placed
in charge by the writer, and of whom it is his pleasure and
privilege to say that during Mr. Lloyd's connection of some
four years with the Daft Company, he invariably displayed
that high-minded thoroughness in his work and indifference to
personal considerations which marks the man of worthy
achievement the world over, and has since made him a leader
in his calling.
Illustrating some of the events of that strenuous time, the
following extracts from the engineer's reports may lie of in-
terest: "Finding a core contact in No. 3 armature while she
was down the road with a car, we took out No. 5 motor and
pulled back a carload of people witli Xo. 3 in tow, the whole
train of 17 tons ascended the 12 per cent gradient at the usual
speed and neither the motor nor generators seemed to mind it.
Pm not afraid to tackle any of the hills after that." On one
occasion a motorman neglected to let down the sprocket while
descending the 15 per cent grade, and the result is described by
the engineer in his report dated Aug. 15, 1888, as follows: "The
FIG. 12. — DOUBLE TROLLEY CAR ON BLOOMFIELD ROAD— 1SS7-S
motor and car, with all the wheels locked, slid to the bottom,
over one-third of a mile, on a perfectly dry rail."
Figs. 10 and 11 give some idea of why ibis interesting per-
534
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
formance was possible. It will doubtless be understood that
the writer has omitted mention of the magnificent work of
Sprague, Van Depoele, Short, Knight-Bentley and others, sim-
ply because he was requested to review some of his own work
only, and has already exceeded his allotted space.
EARLY EXPERIMENTS IN BOSTON
BY CHARLES S. SERGEANT
IN 1886 Henry M. Whitney undertook the development of
large tracts of land in Brookline by the construction of a
wide boulevard to provide access to and through this land
from the city of Boston, there being but little of the land con-
veniently adjacent to railroad stations, or provided with any
other means of transit. This boulevard was laid out by Messrs.
Olmstead, the noted landscape gardeners, as an extension of
Beacon Street, Boston. It had an average width of 160 ft., and
was divided into sidewalks, planting spaces for trees, two drive-
ways— one of 30 ft. and one of 50 ft. in width — a bridleway of
20 ft, and a reservation for a street railway of 20 ft. To pro-
vide street railway service two companies were incorporated in
1887 — the West End Street Railway Company and the Suburban
Railway Company; these companies shortly became consoli-
dated. The original intention was to have this street car line ex-
tend directly on Beacon Street, through the Back Bay section of
Boston, and a proposition was made that on reaching the Com-
mon at Charles Street the tracks should be placed in the Com-
mon in a sunken way, in a manner not to deface that beautiful
park, but this portion of the plan was not realized. Beacon
Street in the Back Bay was not considered to be a suitable
route for a street railway, and the plan was therefore changed
and the location diverted via West Chester Park (now Massa-
chusetts Avenue) and Boylston Street to Park Square, near
the Public Garden.
While these plans were maturing, Mr. Whitney and his asso-
ciates acquired a controlling interest in the capital stock of
seven of the eight horse railroads then serving Boston and its
immediate suburbs. The line omitted was the Lynn & Boston,
which entered Boston through Chelsea, thence passing over the
tracks of the Boston companies. These eight street railways
were then consolidated with the newly-formed West End Street
Railway Company. On Nov. 12 and 19. 1887, the consolidation
was completed and the operation of the properties taken over
by Mr. Whitney and his associates, Mr. Whitney being the
president of the West End Street Railway Company. The re-
turns of these several companies to the Board of Railroad Com-
missioners, for the year ending Sept. 30, 1886, showed that in
all they ran by horse-power 15,105,000 car-miles, and carried
86,250,000 revenue passengers. The business of the Boston
Elevated Railway Company (now operating these properties),
for the year 1903, shows a car-mileage of 47,688,000, and reve-
nue passengers carried 233,500,000.
As soon as the railroads were consolidated in 1887, the ques-
tion of a change in the method of propulsion of cars was taken
up. Certain experiments were being conducted at that time
with storage-battery cars, but they had been so unsuccessful as
to point to the use of a different power, and the best available
seemed to be the cable system. It was practically decided,
therefore, to introduce a cable system in Boston. Engineers
were secured, the preparation of plans was commenced, land was
acquired for the power houses, and it would have soon resulted
in the provision of a cable system for Boston if at this time
Mr. Whitney's attention had not been directed to the overhead
trolley system, particularly the road which had just been put
in successful operation in Richmond, Va. In 1888, therefore,
Mr. Whitney and his associates visited Richmond and saw
what had been done there. They also investigated the so-called
"Bentley-Knight underground conduit system," and returning
to Boston abandoned the idea of introducing cable roads. They
planned as the first electric line the equipment of the tracks of
the West End Street Railway with the Sprague overhead trol-
ley system, from Brighton, Allston and Reservoir to the begin-
ning of the Back Bay at the Charlesgate, and from that point
to Park Square they proposed to introduce, and did introduce,
the Bentley-Knight conduit system. A sketch showing a cross
section of this system is appended. The length of this under-
ground conduit system was about 8200 ft. ; that of the line from
the Charlesgate to the Reservoir was 16,333 ft-> and from
Charlesgate to Oak Square, Brighton, was 24,330 ft. These
EARLY SPRAGUE CAR IN BOSTON
lines were opened and operation commenced in January, 1889,
the plows for the conduit system being attached to the incoming
car and the trolley removed from the overhead wire at the
Charlesgate. The early operation of this road was attended
with many exasperating failures, as well as amusing incidents.
Engineers surveying in the street not infrequently burnt up
their metal tapes by allowing them to drop into the slot of the
conduit; tampering with the conductors therein by the small
boy with a wire was frequent, and as no drainage system was
provided, many failures occurred from that cause. The diffi-
culties with the conduit system continued to such an extent
that it was finally abandoned, the conduit was removed and the
overhead trolley was substituted.
In February, 1889, the West End Street Railway Company
contracted with the Thomson-Houston Electric Company to
electrically equip a line from Harvard Square, Cambridge, to
Bowdoin Square, Boston, to be operated on the single-trolley
system. Twenty cars for this line were supplied by the Thom-
son-Houston Company. There was very serious opposition to
the introduction of overhead wires in the city of Boston, and
it was only by the operation of these short sections and the
demonstration made by them of the safety and comparatively
unobjectionable features of the system that public opinion
finally sanctioned, piece by piece, the complete introduction of
the overhead trolley system. Volumes might be written, setting
forth the many phases in which this opposition took form, and
perhaps the old officials and employees of the horse railways
( )CTOBER 8, 1904.]
STREET RAILWAY JOURNAL
535
were the most skeptical of any as to the electric system becom-
ing a success. The earlier operations were all attended with
heavy net losses, but, as the electric companies met and over-
came one failure after another, it became apparent to the pub-
lic that electric motive power was to revolutionize street transit,
and the early opposition ceased, except as to certain localities.
It is interesting to note that for the fiscal year 1888-89, °f a
total car-mileage of 16,500,000, 525,000 miles were operated by
electric motive power, two-fifths of this being mileage of trailer
cars; and it was not until the year 1892 that the electric-mile-
age constituted one-half of the total car-miles. The last mile-
age of horse cars in Boston was operated as late as the year
1901, although for some years prior to that but one unimportant
SECTION OF 1SENTLEY-KNIGHT CONDUIT AS LAID IN BOSTON
line was equipped with horse power. This line was that
through Marlborough Street, Boston, in the residential Back
Bay district, and so persistent was the opposition to the intro-
duction in that street of electric power that the line was finally
abandoned and the tracks removed.
From the commencement of operation with electric power
very careful accounts were kept of the many failures and of the
costs of maintenance, and for the first few years the most
sanguine of men could not have demonstrated from the results
obtained any possible economic future for the trolley system.
The enlightened and energetic manner in which the various
difficulties occurring were overcome by the engineers of the
electric companies constitutes one of the marvels of nineteenth
century progress, probably without a counterpart in any other
industry. It was also extremely difficult to determine the prob-
able earning capacity of electric lines. When they became
fairly reliable in operation they were so much preferred by the
public, as one line after another was equipped, that they showed
a phenomenal rate of earnings per car-mile ; but, as more and
more of the system became equipped, the competition of the
different lines restored them to a more nearly common level,
and the earlier estimates of the marvelous earning power of
electric cars met a sad collapse. The gradual method of intro-
ducing electric power made it a comparatively easy matter for
the company to care financially for the shrinkage in value of
the horse equipment, which at the beginning of the period under
discussion consisted on the West End system of about 9000
horses.
Among the earlier amusing incidents may be mentioned that
of a wise and dignified city official, who, having seen for the
first time an overhead trolley car in operation, expressed great
surprise that the company did not provide stronger and more
sturdy trolley poles, for he believed that those employed to
push the cars were altogether too light. Others were certain
that disaster would result because no provision was made in
the overhead trolley wires for expansion and contraction, and
those who were certain that they felt shocks and electric thrills
whenever they boarded an electric car are too numerous to
mention, fortunately, the most conservative were at last con-
vinced of the utility and necessity of the overhead system, but
there are probably few to-day who reflect upon the remarkable
revolution it has made in the development of the territory
served.
THE EARLY ELECTRIC RAILWAY WORK OF WERNER
VON SIEMENS
So much has been said of the early electric railway experi-
ments of Werner von Siemens in Germany that some particu-
lars of the first electric road in Germany may be of interest.
This road was placed in service May 31, 1879, on a specially
constructed belt line, 300 111 (about 983 ft.) long, at the Berlin
Trades Exposition.
The engraving on the next page shows the first electric train
on this line. It was made up of an electric locomotive and
three small cars. The capacity of the locomotive at 150 volts
was about 3 hp, and its speed was 7 km (4.2 miles) an hour.
Power was taken from a third rail, consisting of a flat iron
bar placed between the running rails. The latter were bonded
and served for the return circuit. On the iron frame of the
locomotive was mounted longitudinally a bipolar, drum arma-
ture, direct-current motor connected to gearing giving a speed
reduction of 1 :2.45. The motor was controlled by operating a
CAR USED IN 1S81 ON THE GROSS-LICHTERFELDE LINE. TAKING
CURRENT FROM ONE RAIL AND USING THE OTHER FOR
THE RETURN CIRCUIT
lever which cut resistances in or out of circuit. As the motor
was not reversible, changes in the direction of the locomotive
were obtained by employing two conical gears mounted on a
common axis and arranged to engage with a third conical
gear. The running direction depended upon what pair of
gears were permitted to mesh with each other. The wooden
covering of the otherwise open motor served as a seat for the
motorman.
Despite the fact that this experimental railway proved very
successful, 86,398 passengers being carried safely between May
31 and Sept. 30, 1879, the public showed little confidence in
electric traction. Werner von Siemens, however, was fully
alive to the possibilities of the new traction method, and finally,
after repeated rebuffs, the firm of Siemens & Halske obtained
permission to build a line in Gross Lichterfelde, near Berlin.
This line was completed for public use on May 16, 1881. The
motors were operated at 180 volts. One of the running rails
was used for the power circuit and the other for the return.
The rails possessed no insulation other than that furnished by
the wooden ties upon which they were laid. To prevent short-
536
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
circuiting through the axles, every wheel tire was insulated
from the hub by a wooden band. The current passing through
the tire was transmitted to a metal bushing through metal
springs or brushes, whence it was taken to the motor. The
latter was connected to the axle through spiral wire ropes run-
ning over rope sheaves. The direction of running was changed
by reversing the polarity of the motor. This equipment was
capable of 40 km (24 miles) an hour. The car, which is shown
on the previous page, could carry twenty-six passengers.
In the same year, 1881, von Siemens exhibited at the Paris
Exposition an electric railway employing an overhead current
collecting scheme which embraced the use of a split tube car-
rying current and a contact pencil which slid along the aper-
ture in the tube. The following year, von Siemens built an
overhead line in Charlottenburg, using rolling contact. The
sliding trolley bow, now so commonly used on the Continent,
was first employed on the Gross-Lichterfelde road in 1887.
While the overhead system electric railways made rapid
progress in the United States, very strong opposition was mani-
fested toward them in Europe, and resulted in the installation
of quite a number of lines operated by accumulator batteries.
Recognizing that neither this method nor a surface contact
system were commercially practicable, Siemens & Halske
evolved a side conduit system, which was first installed at
THE DIFFICULTIES WHICH CONFRONTED THE EARLY „
ENGINEERS
ELECTRIC LOCOMOTIVE AND THREE CARS FIRST OPERATED ON MAY 31, 1879, AT
THE BERLIN TRADES EXPOSITION
Budapest in 1889, and employed a complete metallic circuit
with V-shaped angle-iron bars for the conductors.
"To move a large numbers of cars, as, for instance, upon the
Third Avenue or Broadway lines in New York City, the elec-
trical conductor must be of great size, if the current is of low
tension; while, on the other hand, if a small or moderate sized
conductor be used, the current must then be of dangerously
high tension. * * * No electric car, or any self-propelled
vehicle, will climb grades of more than 6 per cent in slippery
weather, with absolute certainty. If we go beyond 6 per cent
we must have some artificial adhesion ; we must introduce some
rack on the road, or cables, which have a positive motion.
Anyone who attempts to guarantee a self-propelled vehicle on
grades of more than 7 per cent will most certainly lose his
reputation." — From Philadelphia Meeting, 1887.
BY W. E. BAKER
YOU have very kindly asked me
to write a few lines in regard
to some of the troubles under
which the engineers labored
during the early electric rail-
road work in Boston. It is not
always pleasant to recall the
troubles of the past unless, as
in this case, they have been
happily overcome. Many of
the experiences and troubles
with the early equipments are
now either forgotten or only remembered in times of leisure.
For the most part it keeps us all busy to keep up with the
progress in electric traction. Electric railroading has made
rapid history in the last fifteen years. Time slips along so fast
as measured by the development of electric traction, in its
many and varied directions, that what happened only a few
years ago, measured by the time interval, seems almost a cycle
since when timed by the progress
made in the electric traction field.
The questions which were trouble-
some in the days of 1889, when per-
mission to use the overhead wire in
Boston was first granted, interest us
no more. We no longer ask, Will
this be a method of city transporta-
tion that will displace the horse car
and the cable? Can it be operated at
a reasonable expense? Is it safe?
Will it be attractive to the public?
These were then the questions of deep
interest.
One of the principal troubles in
those days was adverse opinion, both
lay and technical. Such is commonly,
or it might be said always, the case
with attempts to introduce radical
changes, particularly in transporta-
tion methods or in improved machin-
ery. The advent of electricity for
traction purposes had many and de-
termined opponents. The "deadly trolley" was a by-word. It
was a menace to life and limb. The escaping current would
pursue people to their destruction while they followed the
peaceful tenor of their way.
The story that one man had captured some of it in his cellar
and was operating some mechanical contrivance was largely
advertised and exaggerated.
Every credit should be given to the men with courage and
public spirit who faced the objections and the failures of the
early and costly experiments with storage batteries and under-
ground conduits, until the positive advantages had become evi-
dent, hostility had ceased, and the "trolley" had become a rec-
ognized factor in the progress of the nineteenth century. It is
still doubtful whether the full force of the social changes which
this progress is sure to bring about is yet fully realized.
Macaulay, in describing the social condition in England in
1685, states that the chief cause which made the fusion of the
October 8, 1904.]
STREET RAILWAY JOURNAL.
537
different elements of society so imperfect was the extreme
difficulty which our ancestors found in passing from place to
place, and that of all inventions (the alphabet and the printing
press alone excepted) those which have abridged distance have
done most for the civilization of our species.
In the list of civilizing inventions the trolley must occupy
one of the foremost places. In the early days of America, the
Indian trail through the primeval forest was the forerunner
of the highway ; after this came the path blazed by the pioneer,
scarcely more distinct or passable than the Indian's trail ;
finally, rude highways were constructed for the use of carts,
and barely 100 years ago had they become sufficiently improved
for the use of carriages and stages. We may safely venture
the statement that at the close of the last century all other
methods of public travel did not promote the original purpose
of highways as much as did the use to which the street railway
car subjects them. There is no known method of conveyance
by which such large numbers of passengers can be transported
through the streets or highways with so much convenience,
expedition and safety to themselves and to their fellow travel-
ers, and with so little noise, confusion and dirt as by the elec-
tric railway.
To America is due the credit of invention both of the horse
railway and of its successor, the electric railway ; and to Amer-
ica belongs the fullest development of intramural transporta-
tion ; and to no locality in America should more credit be
given, or have greater changes been wrought by the carrying-
out successfully of the latest ideas and achievements in this
direction than to the city of Boston and its suburbs, where the
first great development took place.
Of course, there were many difficulties of detail to contend
with in the early days, but they were all troubles that merely
required a short experience for the most part for correction.
However imperfect were the early motors and their accom-
panying appliances, such as overhead wire, trolleys, controlling
devices, etc., they contained the essential germ of the prin-
ciples that had only to be developed in detail to reach the pres-
ent satisfactory performance.
Time is too short to dwell upon the difficulties which then
seemed large, but which now look small. The only use that
should be made of them to-day is that they should encourage
us to look forward within the next decade or so to further
great improvement in intramural transportation. That this
will come about, those who have been acquainted with its de-
velopment have had for many years no doubt. In fact, the
handwriting is plain upon the wall. Electricity has displaced
the horse; it has already started in its career to displace the
steam locomotive.
THE INCEPTION OF THE CONDUIT SYSTEM IN NEW
YORK CITY
BY M. G. STARRETT
ON Aug. 1, 1904, the New York City Railway Company
had 725 horse cars and 117 miles of horse car track
still in operation. This extended use of animal
power for street railway service often creates some surprise
on the part of the visitor to New York, exceeding, as the fig-
ures do, both in number of cars and mileage all the rest of the
country. Properly to understand the reasons for the use of
the conduit system on the main longitudinal lines and prin-
cipal cross-town lines on Manhattan Island and animal power
on practically all of the other divisions, it is necessary to re-
hearse briefly the history of passenger transportation in New
York during the later eighties and early nineties.
About this time the syndicate which subsequently organized
the Metropolitan Street Railway Company commenced the
purchases and consolidations which later brought under one
head all of the surface transportation systems in New York
(. ity and which are now operated by the New York City Rail-
way Company. At that time the overhead trolley was exten-
sively used in all the larger cities both in the East and in the
West, and was recognized everywhere as the then most ap-
proved form of surface traction. Unfortunately, however, for
the future of this form of electric power on Manhattan Island,
there existed in New York in 1890, as at present, a widespread
popular prejudice against overhead wires of all kinds, nor
was this entirely unreasonable. The commercial interests of
the city had necessarily required a myriad of electrical circuits
exceeding that in other cities; and the telegraph, telephone,
electric light, stock exchange and other wires which had been
installed during the growth of the city were carried almost
entirely overhead. The Edison Illuminating Company, it is
true, had established an underground feeder system, but all of
the other wires were suspended from rude poles or immense
wooden structures erected on the tops of buildings, so that
Broadway and some of the other main avenues of the city,
with their single, double or triple lines of gigantic poles and
numberless cross-arms, presented an appearance not unlike that
of a treeless forest.
One of the first acts of Mayor Grant, who was inaugurated
in 1889, was to commence a crusade against these aerial wires.
The companies were ordered to put their wires underground
or abandon their circuits entirely, and under the direction of
the Mayor the offending poles were chopped down with an
energy befitting the most enthusiastic middle-age iconoclasts.
The means adopted were severe and arbitrary, but were at
least effective, and as the city administration had the support
of the public at large, who objected to overhead wires from
both aesthetic and practical reasons, the result was extremely
efficacious. This crusade effectually estopped any trolley con-
struction south of the Harlem River, with the exception of a
short line belonging to the Union Railway Company. This
line, about half a mile in length, was built on 138th Street in
September, 1892, and was the first electric railway in the city
of New York.
In Chicago, San Francisco and other cities throughout the
country, cable traction was at that time extensively used, and
for the Broadway line, which had what was then considered
an enormous traffic over a comparatively short line, this seemed
the best power then available and was adopted. The Broad-
way cable line was opened from the Battery" to Central Park
in July, 1893, and w^as so successful that plans were immedi-
ately made for extensions through Columbus and Lexington
Avenues to Harlem. The cost of both construction and
operation of the cable system, however, was so great that it
was recognized that its application must be confined to lines
of the first importance, and that a more flexible and economical
system must be found for the remaining lines of the system.
In the effort to find a motive power which would be satis-
factory for some of the streets where cable could not be used,
Mr. Crimmins, then president of the Metropolitan Traction
Company, proposed to install overhead wires on the Sixth
Avenue surface line, which runs beneath the elevated structure
throughout its whole length. It was argued with reason that
538
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
there could be no logical objection to overhead trolley wires
in such a location, but so great opposition developed that the
project was abandoned, and with it all hopes of the further
use of the overhead trolley system on the island of Manhattan.
The situation then facing the officers of the Metropolitan
Traction Company was a serious one, as the leases and pur-
chases of a large number of lines had been made with the ex-
pectation of introducing some improved form of motive power.
Finally, in November, 1893, the company submitted the fol-
lowing letter to the Board of Railroad Commissioners, offering
a prize of $50,000 for a system of street railway propulsion
superior to the cable and the trolley :
On streets where the lines are straight and the business is heavy
the cable system is the most economical yet invented. For general
use in a city, winding about through the streets following the
routes of travel which the public wish to pursue, it is impracticable.
You require straight routes for cable roads. We have, in addition
to the lines upon which the cable will be laid, over 80 miles of
street railroads now operated with horses all below the Central
Park. It is to these lines in particular that we now desire to direct
your attention.
Up to the present time the only system whose practicability has
been demonstrated is the overhead trolley. We are well aware,
however, that its application in the streets of New York would not
meet with the approval of the community. What we most desire
now is to hasten the development and perfection of a better system.
We therefore submit the following proposition :
First. We will set aside the sum of $50,000 to be awarded as a
prize to any person who shall, before March 1, 1904, submit to your
honorable board an actual working system of motive power for
street railway cars demonstrated to be superior or equal to the
overhead trolley.
Second. The qualities necessary to meet this requirement shall
be left to your decision ; but with the present state of the art, a
system to win the award must necessarily approximate the trolley
as a standard of economy in operation, but should be without the
features objectionable to the public that are in it.
Third. We shall exact no rights in the invention in return for
the $50,000, and shall have nothing whatever to do with the making
of the award further than to pay any expenses which your hon-
orable board may deem it necessary or wise to incur, either in the
employment of experts, the giving of hearings, or the conduct of
experiments — this in order that no effort may be spared to achieve
the desired result.
Hundreds of schemes were submitted to the officers of the
company, but nothing practical resulted from this offer.
Foreseeing that any efforts of this kind, depending upon out-
side inventive talent, would be futile, and induced by the fact
that a short underground conduit line was in successful opera-
tion in Budapest, though under radically different conditions
than existed in New York, the company decided to experiment
with this system. As the Railroad Commissioners had stated
that they were unable to act as judges of the prize competition
without legislative action, the Metropolitan Company, early in
1894, withdrew its offer of a prize, and working in conjunction
with the General Electric Company, proceeded to develop its
conduit plans. *
The Lenox Avenue line in Harlem was the scene of the trial.
The conduit on this line was built for the cable system, but
was easily adapted for the purpose of the experiment which
was most thoroughly conducted. The line was equipped with
twelve cars and operation was begun in 1895.
The electrical construction first used on this line differed
materially in its details from the type in use to-day. Heavy
channel sections were used as electrical conductors and were
supported by insulators carried on pillars built up from the
bottom of the manholes. The insulators were of a distinctly
inferior type, and the line was operated with only 300 volts
difference of potential between the conductors.
FIRST FORM OF CONDUIT ON
LENOX AVENUE
Troubles — due to the low voltage employed, to the failures
of insulators and especially to the defective form of plows or
current-collectors — were numerous and can only be appre-
ciated by those directly engaged in the work. Gradually,
however, the causes of the troubles were located, proper reme-
dies applied, and the line was gotten into operative shape after
the type of the insulators had been changed, the generators
and motors had been rewound for the standard voltage and
the current-collectors or plows redesigned.
Shortly previous to, or concurrent with, the Lenox Avenue
experiment several trials had been made with storage-battery
cars, a surface-contact system and with compressed-air motors.
The storage-battery cars were tried on the Second Avenue and
Madison Avenue lines, but with indifferent success. Nothing
came from the trial of the surface-contact system, and the
experiments with
compressed-air mo-
tors did not promise
enough at that time
to insure their seri-
ous consideration by
the officials of the
company.
About this time
F. S. Pearson, the
chief engineer of the
Metropolitan Street
Railway Company,
went to Budapest
and made a thorough
inspection and exam-
ination of the conduit system as installed and operated in that
city. His report, together with the results of the operation of
the Lenox Avenue conduit line, resulted in the decision to ex-
tend the conduit system to the principal lines of the company,
and early in the summer of 1897 construction work was begun
on the Madison Avenue, Second Avenue, Amsterdam Avenue,
Eighth Avenue and Twenty-Third Street lines.
The form of construction employed was a modification of
that used for the cable system, being shallower and somewhat
lighter. All details of the original Lenox Avenue line were
redesigned and adapted to the conditions found to exist in
New York City. The insulators were suspended from the
slot rail, the conductor bar section was changed and consid-
erably reduced in weight, while new rail sections were also
designed for both slot rails and tram rails. Another impor-
tant improvement consisted in the method of building the
conduit. In cable construction and in the first underground
electrical work the conduit was built from the bottom up ; that
is, the foundations for the yokes, which were of brick, were
first installed, after which the yokes were placed upon them
and lined up. The track rails and slot rails were then laid on
the yokes and aligned, after which the concrete was packed
around formers which were carried from yoke to yoke. The
method adopted in 1897 and since used is most easily defined
as being from the top down ; that is, the rails are supported in
position by timbers over the trench, the yokes are put in place
and attached to the rails, and the cement is then packed around
formers, as before.
The conduit system is installed to-day practically in the
same form as in 1897, but few changes — and those minor
ones — having been made. The spacing of the cleaning man-
holes is shorter now, and some few slight changes have been
October 8, 1904.]
STREET RAILWAY JOURNAL.
539
made in the concrete sections and forms to facilitate and
cheapen the construction, but, in all essentials, the system is
the same to-day as in 1897.
Particulars of the cost of this work have been published
heretofore and do not call for repetition here, but, in a general
way, it can be stated that this form of construction costs from
$90,000 to $125,000 per mile of single track, varying with the
amount of special work included and also with the street con-
ditions.
It is very evident that only lines with heavy traffic would be
justified in adopting this system, and there are many of the
crosstown lines to which, on account of the excessive first cost,
THE DEVELOPMENT OF ELECTRIC TRACTION ON THE
PACIFIC COAST
MODIFIED FORM OF CONDUIT INTRO-
DUCED IN 1895
it is not adapted. For this reason extensive experiments have
been made during the past five years with two forms of motive
power, compressed air and storage batteries, for the purpose of
developing a system of propulsion which should be suited to
the demands of the crosstown lines and which still would not
be prohibitive in its first cost.
The storage-battery system of traction was given a thorough
trial on the Thirty- Fourth Street Crosstown line, while the
compressed-air motors were given an equally exhaustive test
on the Twenty-Eighth and Twenty-Ninth Streets line. The
results were unsatisfactory in both cases, and the operation of
cars by these methods was discontinued; and to-day the un-
derground conduit, as developed through the Lenox Avenue
line experiments, and perfected and installed on over 200
miles of track, remains the only system of improved motive
power in use by the surface cars on the island of Manhattan.
Various modifications of the New York system have been
made in London, Paris, Berlin and other Continental cities.
These modifications have been mainly in the structure of the
yokes and other parts of the system required to conform to
local conditions, while the main features of the system as de-
veloped here have been adopted in every instance.
The conduit system has both advantages and disadvantages,
as compared with the overhead trolley system. All the elec-
tric part of the construction is underground, therefore the feed
wires and electric conductors are protected from damage by
wind and weather, and the cost of maintenance of the electric
conductors is somewhat reduced as compared with the over-
head trolley system. On the other hand, the cleaning of dirt
from the conduit and manholes is an added expense, and the
presence of the center slot complicates the construction of
special track work and, of course, the expense of its installa-
tion and maintenance. The absence of all construction above
the surface of the street is, of course, advantageous from an
aesthetic point of view, while all possible danger to the public
from accidental contact with the electric conductors is avoided.
Occasionally during severe winter weather some trouble is
experienced from the accumulation of ice and snow in the
conduit and in the handholes around the insulators, but serious
trouble has never occurred during the seven years that the
system has been in operation.
i
BY GEORGE B. WILCUTT
THE development of the elec-
tric system of street railways
on the Pacific Coast has dif-
fered somewhat from that in
many other sections of the
country in that it has replaced
the cable system to a consid-
erable extent. The earliest
transportation facilities, as
elsewhere, were furnished by
'buses, which in due time were
replaced by the steam dummy
and horse car, which San
Francisco, as the metropolis of the coast, was the first city to
introduce. The first steam dummy line in that city was opened
in July, i860, and it was followed in 1862 and later years by
various horse lines, by which the steam dummies were event-
ually replaced.
This was the character of transportation facilities on the
coast until September, 1873, when, through the inventive
genius of A. S. Hallidie, the cable system of street railways
was perfected and rendered a complete success, enabling the
many heavy grades prevailing in San Francisco to be readily
surmounted. Railroad companies and capitalists were not slow
to avail themselves of its advantages, and from that date until
1892 a number of cable roads were constructed — converting, in
many instances, hitherto inaccessible districts into the most
beautiful and valuable residence sections. Horse lines were
replaced by the cable system as far as practicable, as it was
found that the operating expense per car-mile was somewhat
reduced, while the carrying capacity of the car was increased
more than two-fold, thus meeting satisfactorily the city's in-
creasing requirements.
While this condition prevailed in San Francisco, other
coast cities were not idle. Cable road construction predomi-
nated between the years 1885 and 1889, on account of heavy
street grades or imperfections of the electric system, the
earliest cable line outside of San Francisco being opened in
Los Angeles in October, 1885. This was followed by others
in Oakland, Seattle, Tacoma, Portland, San Diego and Spokane,
which were completed between the years 1886 and 1889. In
most of these cases the roads were mediums for placing real
estate upon the market, and as the expense of standard con-
struction was prohibitive, special methods were introduced to
lessen the cost — proving unsatisfactory in the majority of
cases.
The earliest recorded electric line on the coast was that at
Los Angeles — built on the Daft system — opened for traffic
about January, 1887. It was some 3 miles in length, of both
single and double-track construction, and equipped with sep-
arate motor and trail cars. The trolley was of the "traveler"
(four-wheel carriage) type, and by means of a double trolley
wire provided both for the feeder and return current. Side-
pole construction at curves in place of the bracket construction
was apparently also a matter of interest in those days. In the
railway journals of that time the speed of the cars is given at
T2 miles per hour, and as a further matter of interest we find
it stated that as many as 500 passengers were carried per day.
The road is also referred to, apparently as an exceptional case,
54Q
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
as carrying 1500 persons upon three cars in an afternoon. Like
other electric lines of that period, it was found to be unreliable,
resulting in suspensions of traffic of uncertain durations, and
after an existence of a few months it was disposed of to other
railroad interests and eventually reconstructed.
Other coast cities were not far behind Los Angeles in early
experiments with electric traction, for during the year 1888
lines were opened in San Jose, Sacramento and San Diego.
These were followed a year later by others in Seattle, Tacoma,
Portland and Spokane.
The line in San Jose was the first on the Pacific Coast of the
underground conduit type (Fisher system), and was some 8
miles in extent. The conduit carried both feeder and return
conductors, the track rails not being utilized for the latter pur-
pose. In a short time various difficulties were experienced,
resulting in defective insulation, with consequent loss of power,
and about one year later the system was abandoned and the
road reconstructed to the overhead system.
The electric road in Sacramento was also of interest, for it
was the first trial on the coast of the storage battery for
street car propulsion. The equipment consisted of a single
car, furnished, as it was reported, by a Philadelphia company
for experimental purposes, but the system proved no
more satisfactory for the purpose there than elsewhere. It is
of further interest to note that at a later date the lines in Sacra-
mento were the first on the coast to be operated by current,
generated by water-power and transmitted from a distance.
The line in San Diego was of interest as being one of the
first to be constructed by John C. Henry, that pioneer engineer,
who, with others, labored and aided greatly in developing elec-
tric traction.
The San Francisco & San Mateo Railway was the pio-
neer electric line of San Francisco, its construction being
commenced in 1891, and the road opened for traffic in April,
1892. One feature of this line was heavy grades, it hav-
ing one of about 10 per cent, regularly operated in both
directions, and a second one of about 15 per cent, used by
descending cars only. In the latter case, special de-
vices, such as a drag and also a counterweight system, were
adopted, but proved unsatisfactory and were early abandoned,
since which time the car brakes alone have been relied upon.
This line, which was some 21 miles in extent, of both single
and double-track construction, was laid out through a sparsely
settled portion of the city and its suburbs, and as its track and
equipment was not of the best, and its route paralleled other
railroads in great part, its business did not prove satisfactory,
resulting in the road coming into the hands of a receiver after
being in operation some two years. It was later purchased by
the bondholders, rebuilt and equipped with modern rolling
stock.
The completion of the first electric line in San Francisco was
followed a few months later (in October, 1892) by that of the
Metropolitan Railway, some 11 miles in extent. Heavier
grades prevailed on this road than on the San Mateo line, it
having a number running from 10 per cent to 13.8 per cent, over
which the cars were regularly operated. The cars of this line
were originally equipped with the Robinson radial truck, but
as they were unable to fill the requirements of operation over
the many curves and heavy grades which existed they were
soon discarded. As the latter road was built through a more
populous route than its predecessor, its business was fairly sat-
isfactory, and some two years later it was acquired by a larger
company, whose lines it paralleled.
Up to this time the older railway companies of San Francisco
had been investigating the electric system, but realizing
that it was largely in an experimental state, they preferred to
delay the reconstruction of horse lines and retain the cable sys-
tem, whose advantages had been demonstrated, until the suc-
cess of the electric system was more fully assured.
In 1892 plans were inaugurated and adopted by several of
the older lines to replace both horse and cable with electric
power, and also to construct new lines under that system. In
1893 the consolidation of many of these companies hastened
these plans, and from that date to 1896 the construction of
electric lines was pushed — over 80 miles of single track having
been constructed during those years. This construction has
been continued until at present 186.88 miles of single-track elec-
tric lines are under operation in San Francisco, and about 2000
miles upon the Pacific Slope.
The character of early track work on the coast, as
elsewhere, was very light, so that it had to be replaced in a
comparatively short time, but recent construction, in the ma-
jority of cases, has been substantial.
Single-truck cars were originally in favor, but the many
advantages of the double truck has resulted in that pattern
coming into general use. The cars are, in great part, of the
combination open and closed type, which has been found par-
ticularly adapted to the requirements of this coast, and which
avoids the necessity of a double equipment, so often required in
other localities. Many of the cars are equipped with air brakes,
especially those running upon the higher speed suburban lines.
Others have both wheel and track brakes, the latter proving a
very useful accessory. The brake feature is an important one
in the operation of electric cars upon the Pacific Coast, for
with the comparative absence of snow and ice, heavy grades
may be readily surmounted or descended — a condition which
would be impossible in Eastern cities. Grades of 5 per cent
are of frequent occurrence, while many steeper grades, rang-
ing as high as 14J/2 per cent, are regularly operated over by
means of the car motors only. In certain instances, however,
it has been found necessary to employ special devices to oper-
ate cars over heavy grades, and in San Francisco a grade of
about 25 per cent and a little over 600 ft. in length is overcome
by such means.
Despite the general absence of snow and ice, "greasy" tracks
are occasionally experienced, necessitating the general use of
sand boxes, with which most cars are abundantly equipped.
In the earlier days of electric railways the current was gen-
erated by use of stationary steam engines, but the utilization
of the water-power supplies of the coast received early atten-
tion. One of the first roads to be operated by such means was
the East Side Railway Company, some 14 miles in length, ex-
tending from Portland, Ore., to Oregon City. The portion ad-
jacent to the latter terminal (some 7 miles in length) was put
in operation in May, 1893, by current generated by direct-cur-
rent generators at railway voltage.
The economy of water-power having been fully demon-
strated, the transmission of current from more remote sources
of supply naturally followed, and in July, 1895, the electric road
in Sacramento was operated by such method. The power was
transmitted from Folsom, some 24 miles distant, where the
current was generated at 800 volts, and raised by step-up trans-
formers to 11,500 volts for transmission to Sacramento. In the
latter city it was reduced and converted to railway voltage.
At about the same date the railway lines in Portland, Ore.,
were operated from Oregon City, about 13 miles distant, by a
October 8, 1904.]
STREET RAILWAY JOURNAL
54i
current generated and transmitted at 6000 volts, and converted
for use by rotary converters.
The subject of long-distance transmission of power has
since that date received considerable attention by electrical
engineers, and the distances of such steadily increased, until at
the present time the street railway lines of Oakland, Cal., one
of the largest systems on the coast, are being operated by cur-
rent transmitted at 50,000 volts for a distance varying from 150
to 200 miles.
The scope of the electric traction service has been greatly in-
creased, for, while at first the business was generally restricted
to passenger traffic only and over limited territory, at the pres-
ent time many interurban lines are in full operation, paralleling
steam lines in many cases, and in others acting as useful feed-
ers for same, their business involving both passenger and
freight traffic.
A number of additional interurban lines are in course of con-
struction, with others in contemplation, and there is every in-
dication that before many years the Pacific Coast will be well
supplied with such and that they will prove an important factor
in the development of its resources.
THE COLUMBIAN INTRAMURAL RAILWAY
BY BION J. ARNOLD
THE Columbian Intramural
Railway was brought into
existence by a party of men
who believed that a railway
of some character upon the
grounds of the World's Co-
lumbian Exposition, held at
Chicago in 1893 to commem-
orate the four hundredth an-
niversary of the discovery of
America, would be a paying
investment. Various plans
were proposed, but the con-
cession from the Exposition
to construct the road was finally given to a corporation known
as the Western Dummy Railroad Company. It was understood
that electricity was to be employed as the motive power, and
that this road would be an experiment on a large scale, tending
to prove or disprove the claims of electricians regarding the
merits of electricity for the propulsion of heavy trains. After
the formalities incident to such an important concession had
been completed, steps were taken for the construction of the
road.
It was at first proposed that the capital should come mainly
from residents in Chicago, but the requisite funds were finally
furnished principally by Boston and New York capitalists, who
were willing to take great risks to ascertain the truth regarding
the electrical propulsion of trains. The road was built by the
Western Dummy Company, as a construction company, and
after the road was completed it was turned over to the Colum-
bian Intramural Railway Company as the operating company.
The problem which confronted the engineers intrusted with
the construction of this road was somewhat unique, inasmuch
as it involved the construction of an elevated railway which,
if financially successful, must eafn sufficient money to pay for
itself during but m'x months of operation. It was, therefore,
necessary to construct as economically as possible and to secure
as much of the machinery as practicable upon a rental or loan
basis.
In order to construct a safe but inexpensive elevated struc-
ture, and one which could be easily dismantled, wood was used
almost entirely, and steel was employed only for girders and
the rails. The structure was built of 12-in. x 12-in. pine tim-
bers, provided with timber footings at their bases, and extend-
ing upward a distance of from 12 ft. to 15 ft., where they car-
ried cross sills. Upon these cross sills were supported standard
15-in. I-beams. The object attained by using these I-beams
was that of utilizing standard stock material that could be
disposed of after the road was dismantled at as near the orig-
inal cost as practicable.
In order to properly cover the grounds and pass between the
various buildings, the road necessarily had many curves, and
was provided with a loop at each end. The operation of the
trains was thus continuous, which made the best possible ar-
rangement for handling large numbers of people and for the
operation of electrical trains, for at that time the motor-car
system was used and the multiple-unit system had not come into
existence.
The structure was equipped with the first example of third-
rail construction in this country. The third rail was of the
same section as that used for the track rails — that is, 60 lbs.
per yard, was supported on creosoted wood blocks, and was
carried on the inside of the tracks, 18 ins. from the inside track
rail and 6 ins. above it. Parallel to this third rail was another
rail, also insulated, which extended three-fifths of the distance
from the power house to the further terminus, and which was
used as a feeder. The two conductor rails were bonded to-
gether. The actual length of the line was 14,800 ft. of double
track and 1900 ft. of single track. There were ten stations
in all.
Each motor car was equipped with four GE 2000 motors,
which were geared so as to work up to a maximum speed of
35 miles an hour. They were controlled by a series-parallel
controller with three running points, viz., all motors in series;
two parallel groups of two motors, and all four motors in
parallel. The controller was operated by compressed air.
The power house consisted of as many kinds of machinery
as there were manufacturers represented. It was, therefore, a
somewhat difficult plant to construct, not only on account of
the mechanical difficulties encountered, but from the fact that
all of the machinery was loaned to the railway company, and
therefore deliveries could not be hurried in the ordinary ways
of handling such work.
While the power plant contained one-belted unit of about
1000 hp. the remainder of the generators were direct-connected
units. This station was the first to employ heavy direct-con-
nected units, the largest unit being of 1500-kw capacity, direct-
connected to a cross-compound engine. Oil was used for fuel
in the power house and proved very satisfactory, although
somewhat more expensive than coal, which was prohibited by
the requirements of the Exposition.
The effects of the operation of this road and its success in
handling heavy trains were such that it attracted the attention
of steam railroad owners and proved to be the forerunner of
the typical elevated railway of to-day.
At that time both the South Side Elevated Railway and the
Lake Street Elevated Railway, of Chicago, were being operated
with steam locomotives, while the Metropolitan Railway, of the
same city, was under construction and designed to be operated
by steam. The first and most important effect of the Intramural
54^
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 15.
results was made evident in an alteration of the plans of the
Metropolitan system so that electricity was adopted and the
contract for steam locomotives was canceled. The next result
was the design and construction of the Northwestern Elevated
Railway, of Chicago. This was the first elevated railway that
was ever designed exclusively for electricity, except the In-
tramural road, although the first to adopt electricity after the
Intramural road was the Liverpool Overhead road in England.
Soon after this the use of steam locomotives was abandoned
on the South Side Elevated Railway, of Chicago, and electricity
adopted. The Lake Street Elevated soon followed, and in the
course of a few years the Manhattan Elevated, of New York,
was equipped. To-day the entire elevated railway systems of
this country and of Europe are equipped with electricity, and I
believe it is fair to claim that the Intramural Railway, at Chi-
cago, was the chief element which led to this result.
♦♦♦
PIONEER ELECTRIC RAILWAY WORK OF THE WESTING-
HOUSE COMPANY
BY B. G. LAMME
THE Westinghouse Company took up the development of
railway apparatus as early as 1888, although it did not
put apparatus on the market until the early part of
1890. The persons who were particularly interested in the de-
velopment of this early work were George Westinghouse,
Albert Schmid, Philip Lange, Oliver B. Shallenberger, H. P.
Davis, N. W. Storer and the writer. Albert Schmid was super-
intendent of the Westinghouse Works, then at Garrison Alley,
Pittsburg, and he was intimately in touch with the general de-
signs of the apparatus, particularly the mechanical features.
Philip Lange, during the early development, was superintend-
ent of the detail department, and was directly interested in the
controllers, switching appliances and other details. Mr. Shall-
engerber was the electrician of the company, and as such was
more or less interested in the work, but Mr. Shallenberger's
duties were primarily in the direction of alternating-current
apparatus, and he did not have as direct contact with the devel-
opment of the railway apparatus as other engineers. H. P.
Davis became actively interested in this work in the early part
of 1891, working in conjunction with Mr. Lange in the detail
department. Mr. Storer did not become actively engaged in
this work until about 1892 or 1893, although he was in close
touch with it previous to this, in the testing room. The writer
was actively engaged in the early development of the work
from the start.
In the latter part of 1889, Albert Schmid informed me that
the Westinghouse Company was planning to take up actively
the manufacture of a direct-current railway system, and he in-
structed me to immediately begin the study of the various sys-
tems and apparatus already on the market, especially the rail-
way motor itself. He told me that I should be prepared to
furnish electrical data for a suitable railway motor as soon as
any definite instructions were given out that a line of apparatus
was to be built. These instructions were carried out, and as
the entire line of work was new to the company, I necessarily
came in touch with the detail work as well as with the motor
itself. The electrical designs of the various early motors were
prepared by me under Mr. Schmid's instruction, and, as indi-
cated above, the characteristic mechanical features of the de-
signs were furnished by Mr. Schmid. E. C. Means, at that
time chief draughtsman of the company, also assisted Mr.
Schmid in the general features of the design.
In the early part of 1890, W. L. R. Emmet, the well-known
engineer, now prominently identified with the General Electric
Company, was employed by the Westinghouse Company to
take up actively the development work on the d. c. railway
system which this company was then preparing for the market.
Mr. Emmet had formerly been employed on similar work with
the Sprague Company. After the first Westinghouse double-
reduction system had been placed upon the market and was in
NO. 3 RAILWAY MOTOR
successful commercial operation, Mr. Emmet severed his con-
nection with the Westinghouse Company.
A great number of ether engineers have been more or less
interested in the development of the Westinghouse railway
system, particularly in later work. It may be of interest to
note that most of the above-mentioned engineers are still in
the employ of the Westinghouse interests and in close touch
with modern developments in this line of work.
Taking up the development of the motor in the proper order,
it should be noted that in 1888-9 the Westinghouse Company
did some work on adaptation of the Tesla motor to street car
work. This work was experimental and never reached the
stage of true commercial test. The motors were the type of
Tesla motors then being built, with polar primaries and dis-
NO. 3 MOTOR ARMATURE
tributed short-circuited secondaries. Such motors, of course,
did not have suitable characteristics for traction service. This
line of work was abandoned, and a short time afterward the
development of the direct-current system was actively taken up.
As stated before, in the latter part of 1889 the company
planned to get out a direct-current system. This work was
pushed through rapidly, and early in 1890 a direct-current rail-
way system was completed for shop tests, and the first motors
were put in service on July 3 of that year, on the Pleasant Val-
ley line in Pittsburg. The motor was a two-pole machine, with
cast-iron field and surface-wound armature, like all practical
motors at that time. The field was wound with two sets of
coils, and speed regulation was obtained by the sectional field
method in which two coils were in series for lowest speed, and
October 8, 1904.]
STREET RAILWAY JOURNAL.
543
one coil was short-circuited for increased speed. About 300
of these motors were put on the market.
The control system used with these motors was straight
rheostatic, except the short-circuiting of one field winding for
higher speed. The armatures were connected permanently in
parallel, and the field windings of the different motors on the
car were in parallel. No attempt was made to equalize the
armatures, as there was apparently but little unbalancing in
these machines, probably due to the very large air gaps.
These early motors had the gears enclosed in cases. The
motor was double reduction. The general type of this motor
was very similar to that of the other systems in commercial
operation at the same time.
The controller consisted of a wooden drum with metal strips
on the outside. The general appearance was similar to the
Sprague controller, but the steps were principally for rheo-
static control instead of commutated fields.
The rheostats put out with these early motors are worthy
of mention. These rheostats were peculiar in the fact that they
were made of copper wire instead of high resistance ma-
terial. Three coils were used. Each coil was made in the
form of a thin cylinder. The three coils were of different sizes,
so that they could be assembled in concentric form with air
spaces between. The reason for adopting this design was that
NO. 4, OR GEARLESS MOTOR
a very simple construction was permitted, as the coils were
wound of commercial cotton-covered wire on the simplest kind
of former and were then taped. It was considered that while
the resistance of copper was comparatively low, yet the heat
conductivity of such wires was very great, and that a very
considerable rheostatic capacity could be obtained without ex-
cessive weight. Such a rheostat was, of course, costly, prin-
cipally on account of the material in it. This rheostat gave
fairly satisfactory results and was practically as good a piece
of apparatus as many other parts of the system. On account
of the cost of the material in this coil, steps were soon taken
to design a cheaper rheostat, and various forms were gotten
out for test, some of which soon superseded the copper-coil
rheostats.
Shortly after the No. 1 motor was gotten out, the No. 2 mo-
tor was also put on the market. This was very similar to the
No. 1, except that it was for narrow gage.
In the summer of 1890, while the No. 1 and No. 2 motors
were being put on the market and given tests for commercial
service, the Westinghouse Company was engaged on the de-
sign of a single-reduction motor, as it was the impression of
the company's engineers that if a suitable single-reduction mo-
tor could be obtained it would drive the double-reduction mo-
tors out of the market. Two of these single-reduction motors
were brought through in the fall of 1890 and given long-con-
tinued shop tests, and were then, in January, 1891, put on a
car on the Second Avenue line in Pittsburg for the test of com-
mercial service. These first motors were, except in minor de-
tails, the same as the Westinghouse No. 3 motor, which was
shortly afterward put on the market. This No. 3 Westinghouse
single-reduction motor was a noteworthy one in many respects,
in that it embodied many of the features which have since been
adopted almost universally in street car construction. The fol-
lowing features were used in these early motors :
( 1 ) The motor had four poles.
(2) The poles were radial.
(3) Poles were placed at an angle of 45 degs. from the hori-
zontal or vertical.
(4) The poles were placed inside the yoke and were en-
tirely surrounded by the yoke.
(5) The yoke also extended over the projecting end of the
field coils, thus protecting them from injury.
(6) There was one field coil on each pole.
(7) The coils were wound without shells or bobbins and
were insulated after being wound.
(8) The field frame served to enclose the motor. (The
No. 3 motor was not entirely enclosed, but there were end
covers on the lower half of the machine.)
(9) The poles were very highly saturated at the face, thus
reducing the cross induction and preventing change in lead.
(10) The armature was slotted.
(11) The slots were open.
(12) The core was drum wound.
(13) The coils were machine wound.
( 14) The present well-known two-circuit or series type of
winding was used, allowing two brush arms on a four-pole
machine without cross connections on the winding or commu-
tator. The two brush arms were on the upper side of the
commutator.
The following features have since been adopted in street
railway motors :
(1) Entirely enclosed frame.
(2) Laminated poles.
(3) Bolted-in poles.
(4) Pole faces partly cut away to obtain saturation and to
prevent cross induction.
(5) Bearings carried by the field frame instead of by a sep-
arate surrounding frame.
Also improvements in shape of armature coils, ventilation
of armature core, etc.
It will thus be seen that the number of features embodied in
the No. 3 motor, which has been adopted in modern practice,
was very great compared with the number of features which
has since been added in railway motors.
The control system on these early No. 3 motors was practi-
cally the same as used with the No. 1 and No. 2.
These No. 3 motors, like the No. 1 and No. 2, had cast-iron
field frames and poles. The motors were rather heavy for
their output, although the weight per horse-power was about
the same as for the No. 1. The amount of material which was
idle electrically or magnetically 011 the No. 3 motor was rather
small compared with the amount of such material in the No. 1
and No. 2.
After the No. 3 motor had been developed sufficiently to
show that it was a commercial machine, a design for a gearless
motor was taken up. The first gearless motor put out was
called the No. 4. It was also a cast-iron machine and was rela-
544
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
tively very heavy. The speed of the 25-hp No. 4 motor was
about 200 revolutions at normal load.
This No. 4 motor was an enclosed motor and had four poles,
two salient and two consequent. The armature was directly on
the car axle, and the field frame also had its bearings directly
on the car axle.
A small number of these motors was built and given the
test of commercial service. Some of them were operated for
a year or so. The motors operated well enough, but were too
heavy to be commercial. Track constructions in those days
NO. 12-A MOTOR
were very inferior to present practice, and the motors, in addi-
tion to being rigidly mounted on the axle, were very much
heavier per horse-power than modern motors.
On account of the great weight of the No. 4 gearless motor,
a smaller and lighter six-pole motor was gotten out. This was
called the No. 5. It was of about the same capacity as the No.
4, but was about two-thirds the weight. The frame was of
cast iron, practically enclosing the machine. There were four
salient poles and two consequent, the latter being at the top
and bottom. A few of these motors were built and given the
test of commercial service, but experience had shown that the
gearless motor was not a suitable one for street railway ser-
vice, due principally to mechanical considerations. Therefore
no further attempts were made to develop the gearless motor
for ordinary light traction service.
The No. 3 motor was made in three ratings, viz : 20 hp, 25
hp and 30 hp. The general construction of these three motors
was the same, the difference being principally in the amount
of copper in the armature and field windings. There was also
a demand for a motor of somewhat greater capacity, and a
40-hp of similar design was gotten out. This was a rather
special motor, and but few were sold.
After the No. 3 had been in the market for some time and
had proven a great success, there was a demand for a motor of
similar capacity and electrical features, but of considerably
smaller dimensions. In 1893 a new motor was designed which
contained many of the principal features of the No. 3 motor,
but was of much less weight and somewhat different construc-
tion of frame. This was called the No. 12 motor. A later
modification of this was called the 12-A. The No. 12 was a
cast-iron machine, like the No. 3, but was without the surround-
ing frame, the bearings being carried by the field frame of the
motor itself. The motor was practically enclosed, like modern
motors. The armature contained about half as many slots as
the No. 3 armature, and there were two coils side by side per
slot. Otherwise the motor was very similar to the No. 3. This
motor and its successor, the No. 12-A, were made in three
ratings, viz: 25 hp, 30 hp, standard speed, and 30 hp, slow
speed. The 12-A motor contained almost all the prominent
features of the present types of railway motors, the principal
difference being that it had cast-iron poles and yokes, while
present designs of motors have cast-steel yokes with laminated
poles.
The next important motor gotten out by the Westinghouse
Company for street railway service was called No. 38. This
motor, with its modifications, the 38-A and 38-B, contained
some departures from the 12-A in the use of cast-steel field
with laminated poles cast in, and an armature winding with
three coils per slot instead of two or one. This motor was de-
signed in 1894. It can be considered the pioneer of the present
cast-steel motors with laminated poles. It was put
jk\ on the market in the spring of 1895.
jB A somewhat later motor, built on lines similar
Mm to the No. 38, was the No. 49, rated at 35 hp. This
' I had cast-steel yoke with laminated poles cast in.
PM In later motors for street railway service gotten
^^^^^ out by the Westinghouse Company, the bolted-in
H pole construction has been adopted instead of the
^ cast-in poles, and many other features have been
more fully developed.
The above gives a general description of the
various types of motors gotten out up until about
1897, and covers only those which were given com-
mercial tests. A number of experimental motors were built,
especially about 1890-91, which were never put upon the mar-
ket, and in some cases were simply built for obtaining cer-
tain data. ,
About the time that the No. 1 motor was gotten out, some
tests were made on driving street cars by means of friction
wheels. A motor was built and placed upon a truck in the
shop, for making such tests. This motor was of the consequent-
pole type, similar to the well-known Weston type of machine,
with four field coils and two consequent poles. The armature
was geared to a countershaft, and to the countershaft was at-
tached two friction rollers or wheels, which bore down upon
the car wheels, each roller lying between two car wheels. This
NO. 12-A ARMATURE
construction was given certain shop tests, but was found to be
rather inflexible and was very noisy. It was decided that it
would not be a suitable article for commercial service, and was
therefore not given the outside tests.
A series of tests was also made on the use of magnetic gear-
ing. Grooved wheels were used, the grooves being in the shape
of Vs. By means of magnetizing coils on the axles or shafts
a magnetic field was set up between these driving gears. Tests
were made to determine the power that could be transmitted by
this device, but it was found that it would be insufficient for
the torque which would be necessary for street car service.
A considerable number of experiments were made with dif-
ferent methods of street car regulation, such as commutated
fields, sectional field coils, etc. A series of tests was made
with commutated fields, three field coils being used in somewhat
the same manner as the Sprague system. This system of regu-
October 8, 1904.]
STREET RAILWAY JOURNAL.
545
lation was found to be unsuitable with the Westinghouse No. 1
and No. 2 motors, due principally to the fact that commutated
field control is not satisfactory except where the field inductions
can be worked over a relatively wide range. No. 1 and No. 2
motors being of cast iron, it was found that there was not any
particular advantage in using the commutated field method of
control. There was found to be a slight advantage in the use
of the sectional field method with two field coils, one being
large and the other comparatively small. These two coils were
in series for starting and for lower speeds, but for higher
speeds the smaller coil was short-circuited. Tests were also
made with the sectional field method with several coils, all
being in series at start and short-circuited successively for
higher speeds.
With the No. 3 motor straight rheostatic control was used,
previous to the introduction of series-parallel control, as it was
considered that the sectional field method did not present suffi-
cient advantage to compensate for the extra complication of
eight field coils instead of four.
Some mention has already been made of the rheostats and
controllers used with the early system. All the early commer-
cial controllers were of the drum type and were placed on the
car platform. As stated before, the first controller was straight
rheostatic, with one notch for short-circuiting one field coil.
Several variations in constructional features of this controller
were gotten out and put on the market.
In 1891-2 considerable work was done in the direction of
using series-parallel connection of the motors, for determining
whether speed control in this manner was feasible. This work
was carried out in connection with the No. 3 motors. In the
early part of 1892 a series of tests was made, both in the shop
and in service, with a pair of these controllers, and shortly
afterward this method of control was put on the market by the
Westinghouse Company. The series-parallel method of con-
trol soon became so thoroughly established that it was practi-
cally the only street car control manufactured by the company.
There have been many modifications and improvements in the
series-parallel controller since first brought out by the com-
pany, among them being the addition of the magnetic blow-out,
but the drum construction placed on the platform has been
retained, except for very large equipments.
Mention has already been made of the first rheostat made
t - . —
- HMUl
NO. 38 MOTOR ARMATURE
by the Westinghouse Company for street car work, this con-
sisting of concentric copper coils. This was soon superseded
by a rheostat made of iron wire spirals in a supporting frame
and covered with a heavy wire netting with a rather large
mesh. This rheostat, on account of its appearance, was named
the "bird-cage" type. The use of this rheostat was continued
for a considerable period, but was then superseded by a rheo-
stat made of iron strap wound in spirals on supporting shells.
A number of these spirals were assembled together in one
frame. This was a more substantial rheostat than the "bird-
cage" type, and was soon used almost exclusively. The adop-
tion of the series-parallel control reduced the size of rheostat
required, and thus to a certain extent simplified the problem of
its construction.
One difficulty found with the early No. 3 motors was in un-
balanced armature currents with two or more motors per car.
The armatures of these motors were connected in parallel and
the field coils were also paralleled, instead of each armature
being connected in series with its own field. It was therefore
found necessary to equalize the motors by adjusting the air
gaps. This was done by putting sheet-steel strips between the
two halves of the yoke. Two ammeters were connected in the
NO. 38 STEEL MOTOR
armature circuits, and the fields were adjusted until both am-
meters averaged the same over the working range of the cur-
rent. This arrangement was later abandoned in favor of the
present connection, by which each armature is in series with
its own field, thus automatically producing the required bal-
ancing action.
One of the most serious difficulties which developed in the
early street railway service was in connection with the mica
on the No. 3 motors. The first few motors had mica about
1-32 in. thick between bars. In those days the mica was not
split and then built up, as in present practice, but was generally
punched out of solid pieces and was extremely hard. This
1-32-in. mica appeared to work in a very satisfactory manner,
but as it was thinner than the usual practice on the No. 1 and
No. 2 motors, about 1-16-in. thickness was then adopted for the
No. 3 motors. Practice soon showed that this mica would not
wear satisfactorily and there was continued trouble due to it.
It was soon determined that if the mica was cut down below
the surface of the copper the motor would work satisfactorily
until the copper wore down to the level of the mica. This
showed conclusively that the trouble was with the mica. We
then went back to the 1-32-in. mica, and had very little trouble,
particularly as we had begun to build up the mica of thin
sheets, somewhat like present practice. It is interesting to
note this early experience in cutting the mica below the copper,
in view of similar practice in some modern large motors. It
has been announced as a great discovery that cutting the mica
below the copper was a great improvement in large street car
motors. In fact, it is an improvement if the mica in such
motors is giving trouble due to lack of proper wearing quali-
ties, but the purpose of cutting down the mica on these late
motors is to accomplish the same results as in this early ex-
perience above cited.
In 1892 two single-phase motors of about 10 hp were built
by the Westinghouse Company for determining the possibilities
of using alternating current for traction work. These motors
were designed for 2000 alternations per minute and about 200
volts. They were of the series type, with commutators, and
had a relatively large number of poles. These were placed
upon a car and tested on a short piece of track with some very
s^ort curves and rather steep grades. Tests showed that the
motors were not powerful enough to operate the car on the
546
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
curves and grades, also the track was very poorly built and not
properly bonded, and the voltage drop in the rails was exces-
sive. A very small generator was used for these tests, and its
capacity was insufficient for the service. On the car a trans-
former served to transform from about 400 volts on the trolley
to that required for the motors. There were several taps on
this transformer, and by means of several single-pole switches
the voltage could be varied to the motors.
There did not appear to be sufficient field for such a system
and it was decided not to undertake any larger motors. It was
considered at that time that such a system would be ideal for
locomotive work, but as there were no such projects in view
then, no work was done in building large motors of this type.
In the early part of 1895 the problem of the use of polyphase
motors for traction service was taken up and a pair of such
motors were built and tested at the East Pittsburg works.
These motors were built for 25 cycles and of a nominal capacity
of 75 hp each. The primaries and secondaries were wound for
500 volts, and the winding of the rotating part was connected
in three collector rings. These motors were designed to be
used with both rheostatic and with tandem-parallel control, and
shop tests were made with both methods of speed control. With
the tandem connection half speed was obtained by connecting
the secondary of one motor to the primary of the other in the
now well known manner. The results obtained with these
motors on shop tests indicated that they could not compete
with the standard direct-current systems as regards perform-
ance, etc., besides requiring the complication of two trolleys.
Two 100-hp polyphase motors were also designed in the latter
part of 1895, and were built and given shop tests on a short
track just outside the East Pittsburg shops. These motors
were started and regulated by means of variation of the voltage
supplied, such variation being obtained by means of a two-
phase induction controller. It was also found that this system
would not compare favorably in economy with the direct-cur-
rent system, and after a series of tests it was abandoned.
Among other experiments with these 100-hp motors, they were
wound for two numbers of poles, so that they could be run effi-
ciently either at full speed or at half speed. This was found
to be more economical than the single-speed equipment, but yet
did not compare favorably with the direct-current system.
These polyphase motors also were tried with variable-speed
gears of various kinds, but were not found satisfactory.
Since 1896 the development of the electric traction motors
by the Westinghouse Company has been along fairly well
established lines, except in the single-phase system, which the
company has lately put upon the market. Some polyphase-
motor equipments have been built and installed for haulage of
canal boats on the Miami & Erie Canal. This has been about
the only radical departure from standard direct-current systems
which the company has bad in commercial service for any long-
continued period.
1 ♦♦♦
"We are impressed at once with the national importance of
the street railway interests, and this feeling grows deeper and
broader as we consider the financial relations of our calling
with the millions involved ; the varied, useful and indispensable
relations it sustains to the well-being of every person in every
city and every town of any importance in the whole land; the
mighty factor it has become in making or unmaking values in
properties of all kinds; and especially does this feeling become
almost overwhelming when we consider to what grand pro-
portions this industry has grown during a lifetime of the young-
est of our members." — From Washington Meeting, 1888.
THE DEVELOPMENT .OF THE RAILWAY SWITCHBOARD
BY W. E. HARRINGTON
THE development of the mod-
ern railway switchboard is
an interesting illustration of
the great advances made in
electrical engineering. The
switchboard used in the early
days was crude and lacking
in almost every respect the
completeness of detail of that
of to-day. Nevertheless, it is
doubtful whether, if we omit
the veneering of the modern
board, a layman would be
able to distinguish the improvements which have been em-
bodied during the past fifteen years in the direct-current boards.
The changes have been along lines dictated by experience; a
little here, a little there. The introduction of alternating cur-
rent for power transmission in large stations has brought about
EARLY TYPE OF WOODEN SWITCHBOARD— ALBANY
a class of switchboard that stands aloof from the average and
most extensively extensively used types.
The early switchboards were mounted on wooden frames,
set close to the wall, and were equipped with round copper bus-
bars, bird-cage rheostats with loose spiral wound iron or Ger-
man silver resistance wires, fuse blocks, ammeters of ques-
tionable character, incandescent lamps for voltmeters, and
plugs instead of switches.
The writer remembers distinctly the first installation made
by the old Sprague Company at Atlantic City, N. J., in 1889 ;
the generators were of 60-kw capacity and were shunt wound.
Where it was deemed advisable to compound the generators,
the method of connecting the equalizers was a serious problem,
with only a brief reference in S. P. Thompson's book on
"Dynamo Electric Machinery" as a guide. The practice in
many quarters was to use three-pole switches for -)-, — and
equalizers. The writer has seen in basements of some of the
largest power stations that were erected ten years ago, thou-
sands of feet of copper cable installed to provide an exact and
equivalent length of equalizer between generators.
The modern switchboard is one that is built upon the fol-
lowing general lines:
Single pole switch, with equalizer and negative switch at gen-
erator.
Iron frame, slate or marble panels.
Flat bus-bars, high and low pressure.
Single pole, double throw switches.
Ammeters.
Automatic magnetic circuit-breakers.
October 8, 1904.]
STREET RAILWAY JOURNAL
547
Rheostats away from board.
Negative panel.
Wattmeters.
Main ammeter.
Voltmeter, one for bus-bar.
Voltmeter, one for generators.
The double-deck switchboard, with the generator panels on
the lower deck and feeders on the upper deck, permits of the
easiest disposition of the wiring distributing.
The lower deck is usually from 6 ft. to 9 ft. from the wall of
building, thus permitting the upper deck to be set back for a
railed walkway in front, and sufficient room is left in the rear
for the connections.
Angle-iron framing with smooth slate oil finish and the in-
struments mounted directly thereon, meets with the greatest
favor. Great care should be exercised in the selection of the
slate to see that it is free from metallic veins. Marble makes
a handsome board, but exceedingly difficult to keep clean and
free from oil stains. Flat bus-bars permit of ready extension
by adding more bars, and by using single-bolted clamps excel-
lent conductivity is obtained. Good mechanical workmanship,
neatness and the orderly arrangement of leads can be secured
by the construction described above, making the modern board
absolutely fireproof and free from those electrical troubles so
frequent in the earlier forms.
Two sets of bus-bars, one for the usual operating power sta-
tion voltage, the other for a higher voltage, and obtained either
by running certain generators at a higher voltage or by the
use of boosters, secure a flexibility in the transmission of en-
ergy. This is extremely necessary in railway work, with its
fluctuating loads which shift from one feeder to another from
day to day ; in fact, from hour to hour. The introduction of
two bus-bars has given a much simpler and less expensive
aspect to the old question of copper distribution with its large
investment features.
The later designs of direct motor-driven boosters, self-con-
Autumatic magnetic circuit breakers have undergone a most
interesting series of changes. If there is any one detail fol-
lowing fashion in electrical engineering practice, it is the use
of automatic magnetic circuit
breakers. The present style is
to employ laminated contacts,
BACK VIEW OF SINGLE GEN-
ERATOR PANEL— OCT. 6, 1892
FRONT VIEW OF SINGLE GEN-
ERATOR PANEL— OCT. 6, 1892
FRONT AND BACK VIEWS OF SWITCHBOARD MADE UP OF TWO GENERATOR
PANELS— JUNE 18, 1892
tained and mounted upon a common base, have also introduced
a feature in railway power transmission that cannot be ignored
by a progressive manager. The use of single-pole, double-
throw switches with the split pattern blade, spring connected,
not only permits making better contacts and greater ease in
manipulation, but also a quick snap "break."
although they are expensive, delicate in contact adjustment
and liable to burn out. The knife-blade type of automatic mag-
netic circuit breakers with broad, ample final "break" on car-
bon, has proven its trustworthiness, low first
cost and correspondingly lower maintenance
and operating cost. The writer is familiar
with one case alone where the difference in
first cost of the circuit breaker was 6o per cent
in the prices of the laminated and blade types.
Another interesting application of circuit
breakers is the employment of two breakers
connected in multiple instead of one, the two
combined equal in capacity to the one that
ordinarily would be installed. In all cases
where this method of installation has been
practiced excellent results have been obtained,
and at a materially lower cost. The price of
an automatic magnetic circuit breaker of large
capacity is considerably more, proportionate-
ly, than that of two combined, each of one-
half the capacity of the larger size.
Ammeters with shunts, illuminated dials,
"dead beat," jeweled bearings, immune to the
effects of stray lines of force, accurate and
positive in reading, have become a feature of
our modern switchboard, although they are not appreciated as
one would expect of such an important and essential detad.
Another feature is the use of rheostats with special resistance-
metals, disposed to provide for expansion and contraction, and
with leads to the contacts and switch handle, which permit the
housing and mounting of the rheostats at a point which is
548
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
away from the immediate proximity of the switchboard.
The wattmeter has become such an important feature in a
power station that it should be treated as a special feature. No
switchboard should have less than two to permit of frequent
adjustment and calibration, particularly if two bus-bars at dif-
ferent voltages are used. The use of two illuminated dial volt-
meters has become standard, as it permits the ready and
accurate balancing of generator voltages before "throwing
into bus."
Large stations, such as have been erected in recent years in
New York, have, of course, adopted the refinements of switch-
board construction, such as the use of skeleton operating
boards with the circuits shown in diagram, and the generators
represented by the burning of incandescent lamps. The
switches and breakers on these boards, breaking large currents
in oil contained in brick compartments and operated electrically
and away from the operator, are representative of the highest
development in switchboard practice. Boards of this character
have been so fully described in the columns of the Journal
that it is not necessary to go into further detail.
♦♦♦
THE DEVELOPMENT OF THE INTERURBAN ELECTRIC
RAILWAY
BY HENRY A. EVERETT
.IN 1892 Will Christy, of
Akron, suggested to me the
construction of an inter-
urban electric railway to
operate between Cleveland
and Berea, a distance of
about 12 miles. This was
the first long-distance elec-
tric line which was seri-
ously considered by me,
and I declined to take it up,
because at that time it
seemed an unusual venture
to attempt the construction
of an electric line through
so sparsely settled a territory. Within the next six months,
with his usual tenacity of purpose, Mr. Christy got me to em-
bark in the undertaking to connect Cleveland and Akron elec-
trically by building the Akron, Bedford & Cleveland Railway.
The distance between the two cities is about 35 miles. The
cost of construction was $22,000 per mile of track, including
equipment, and in order to interest the investing public the
property was bonded at less than one-half the cost, namely,
$10,000 per track-mile. We endeavored to dispose of the first
mortgage bonds on this line in all the money centers from
Boston to Chicago, but were politely turned down, the under-
taking being, to quote the language of a well-known New York
firm, "a very ambitious project."
The Akron, Bedford & Cleveland Electric Railway was prob-
ably one of the first interurban electric roads constructed for
high speed. It was laid with a 56-lb. rail, the then steam rail-
road standard, and was expected to operate at a speed of 20
miles an hour between cities. The through traffic on the line
was large, and three-quarters of the revenue came from pas-
sengers going from one terminal to the other. The earnings
started upon a basis of a little less than $3,000 per mile of track,
and I am pleased to say at present, after ten years of opera-
tion, they have grown to $7,000 per track-mile, and are steadily
but not greatly increasing for the present year. At the time
of the construction the two competing steam roads, which were
then in the hands of a receiver, were charging $1.20 one way
between Cleveland and Akron. The Akron, Bedford & Cleve-
land inaugurated a charge of $1 for the round trip, or 60 cents
one way. Then the steam roads commenced the sale of excur-
sion tickets at the rate of 75 cents per round trip, good on their
high-speed trains, but the trolley business showed a constant
and steady increase. Undoubtedly a considerable part of the
electric traffic was due to the abominable location of all of the
steam railroad passenger stations in Cleveland. The total traf-
fic of both steam roads is now as great as it ever was, and the
Akron, Bedford & Cleveland division earnings are fourteen
times greater than the passenger earnings between these two
cities of the steam competing railroad companies.
After the construction of the Akron, Bedford & Cleveland
Railway we built the Cleveland, Painesville & Eastern, which
has earned its fixed charges each year since construction, but
hardly any surplus for the stock, as it was constructed at a
time when prices were very high, and a large amount of money
was expended in eliminating dangerous steam railroad cross-
ings. This line is one that serves a very desirable residence
district, and naturally requires very careful attention.
When operation is commenced on our lines an account is
started during the first month called "Injuries and Damages
Account," and each succeeding month a percentage of the gross
receipts is charged to this account. During ten years of ex-
perience we have found that from 2 per cent to 4 per cent is
amply sufficient for all claims of this kind, and that this plan
avoids great variations in the operating expense account.
Since the construction of the earlier roads we have developed
the Lorain & Cleveland, the Sandusky & Interurban, and have
purchased the Toledo, Fremont & Norwalk, all of which have
been consolidated into the present Lake Shore Electric Rail-
way, operating from Cleveland to Toledo. This latter road is
one of the longest through electric roads in this country, and
we are much gratified with the number of through passengers
carried on it. There is, of course, a very material difference in
the running time between the steam roads and the electrics,
but we find that a number of our patrons prefer the trolley be-
cause of the frequency of the cars, which enables them in
many cases to reach their destination more quickly than if they
waited for a steam train. The Lake Shore Electric track-mile
earnings were originally not as large as we expected, but since
we put in the connecting link from Lorain to Norwalk there
has been a decided increase.
We also built the electric line between Detroit and Toledo
complete except the power house, but we found it necessary
to dispose of this road before it was put in operation electrically.
It is now owned by the Grand Trunk Railway.
We have also been interested in the syndicates which built
the Southern Ohio, now called the Cincinnati, Dayton & To-
ledo ; the Aurora, Wheaton & Chicago, the Washington & An-
napolis, the New York & Long Island Traction Company, the
Springfield & Xenia Traction Company, the Scioto Valley Trac-
tion Company, the Richmond & Petersburg Traction Company,
and were associated in combining the properties in and about
Detroit, now comprising the Detroit United Railway.
The present hold up in the money market will probably prove
to be very beneficial to the ultimate success of all interurban
trolley properties, as their promotion in the past has often been
induced by real estate or other local interests in the territory
to be developed rather than on the direct return from the capi-
tal invested.
( )CTOBER 8, 1904.]
STREET RAILWAY JOURNAL.
549
We have found that a combination of an electric lighting
service with an electric railway system possesses a very decided
advantage to both interests, and believe that the future of sub-
urban trolley roads is an assured success. The recent acquisi-
tions in New York and Connecticut by steam railroads of com-
peting trolley systems will undoubtedly prove of great value to
the electric railway transportation interests, as it will undoubt-
edly give an important impetus to electrical construction.
-MM —
THE DEVELOPMENT OF STREET RAILWAY ACCOUNTING
DURING THE PAST TWENTY YEAES
BY C. NESBITT DUFFY
FROM the time the "bob-tail"
car with its fare-box attach-
ment was supplanted by the
double-platform car equipped
with a fare register, through
the evolution of the con-
struction and operation of
cable, electric and interurban
roads, giving to the world
the modern transportation
methods now enjoyed, street
railway accounting has kept
pace with and abreast of
every improvement in the art, and played its part in the de-
velopment thereof.
In the transition from the use of animal to mechanical trac-
tion, many accounting problems presented themselves. In
solving these problems, the development of accounting work
and its importance and value was first accorded recognition
and appreciation. The record of the cost of the different
items that entered into the construction and equipment of
cable and electric roads, the work of keeping the de-
tails of construction so that any information desired in
connection therewith could be readily supplied, and the
presentation of results of operation under the new conditions,
taxed the skill and ingenuity of the accountant to the utmost.
Not only was it of vital importance to know and compare re-
sults with old conditions, but also as to specific conditions with
respect to the economy and efficiency of the use of different
types of apparatus, of which there were many, in the early days
of electric railways. It was these facts that enabled manage-
ments to decide as to whether or not roads should be converted
from animal to mechanical traction, and if converted, what
should be the character of the track and line construction,
power plant apparatus and car equipment.
In the development of street railway accounting during the
past twenty years, the "Standard System of Electric Railway
Accounting," covering classification of construction and equip-
ment accounts, classification of operating expense accounts,
and the "Standard Form of Report," including balance sheet
with classification of assets and liabilities, description of road
and equipment, together with mileage, traffic and miscellaneous
statistics, has been formulated and put in practice. This sys-
tem has become the standard, not only of the railways, but of
the National Association of Railroad Commissioners and the
United States Census Bureau.
Under the "Standard System" the items of cost representing
the investment of a street railway company's capital in road
and equipment, the items of income and expense in connection
with the operation of the property, the financial condition, and
the results of operation, are clearly and comprehensively
shown, establishing a fixed uniform basis that admits of
analysis and comparison, alike for the management, the in-
vestor and the public, where before there was no fixed uniform
basis, bringing about confusion, results that were not only un-
satisfactory, but misleading.
To fully appreciate the force of this statement it is only nec-
essary to examine the published reports of the street and inter-
urban railways in the leading financial manuals, such as
"American Street Railway Investments," "Poor's Manual of
Railroads" and other publications of similar character, the an-
nual reports of the State Boards of Railroad Commissioners,
who exercise supervision over the books and accounts of rail-
ways and use the standard system, or the published report of
the United States Census Bureau, of statistics gathered con-
cerning the street railways of the United States for the 1900
census, and compare that report with the report of the [890
census.
The importance and value of the accounting department of a
railway property is to-day recognized and appreciated; this is
one of the marked features of the development of the work
during the past twenty years. The result has been that
the operating and accounting departments of railways have
been brought in closer touch with each other, to the mutual
advantage and benefit of both departments, and the distinct
betterment of the railways.
The "bookkeeper" of the days of horse railways has given
way to the "accountant" of the present day, upon whom rests
the responsibility of not only "accounting" for the assets and
liabilities, the earnings and expenses, but of being able to give
the reasons therefor, and of upholding the principles involved
and the methods followed. An eminent philosopher has said :
"The skill of keeping accounts is a business of reason more
than arithmetic." "Reason" must of necessity be the founda-
tion and enter into the application of accounting principles,
the analysis of accounts, the preparation and presentation of
statements, or in explanations of cause and effect in connection
with accounts.
The "accountant" of the present day must needs be thor-
oughly posted on the affairs of the company, have a general
knowledge of the operation of the railway in all its depart-
ments, closely study the special local conditions which are a
part of the operation of every road, so that the accounting
problems involved may be correctly solved and the conditions
of operation clearly and comprehensively set forth.
The development of street railway accounting work has
reached such a scope and extent that the grasp of the affairs
of the company, as well as the operation of the property, is at
all times within the hands of the accounting officer in charge,
and he is usually able to furnish any information that may be
required or desired promptly, or readily answer any question
which may be asked.
The sphere of usefulness and the value of accounting work
has greatly expanded under these conditions, resulting in
methods and systems that are practical and thorough in appli-
cation, as well as economical in operation. The advantages of
modern methods of commercial business and the introduction
of labor-saving devices have been made use of to a large extent.
Duplication of work and expenditure of labor that is unneces-
sary or that yields no returns is a thing of the past. Although
not a producer of "gross earnings," a properly organized and
efficient accounting department becomes an increaser of "net
earnings."
To the Street Railway Accountants' Association of America,
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
especially to those who were instrumental in organizing the
association in the year 1897, who unsparingly and unselfishly
gave to the association, the calling it represents and the in-
terests it stands for, their time, energy, best thought and what-
ever ability they may have possessed, to the broad-minded and
liberal managers of the American Street Railway Association
for their support and encouragement, to the Association of
Railroad Commissioners for their hearty co-operation, and to
the representative street railway publications for their valued
assistance, all credit is due for what has been accomplished in
the development of street railway accounting during the past
twenty years.
►
THE NEW CRAFTSMAN
BY H. H. VREELAND
ASTONISHING as is the story of the physical growth of
the industry of which this periodical is the blue-book,
and marvelous as are the inventions it has provoked
and made useful, they are, to me, less interesting than the little
thin thread of human interest that is woven into the story of
the growth and transformation of the last twenty years. I
hope that, in a moment like this, devoted to the proclamation
of purely material achievements, this human interest may not
be lost sight of.
Even to those of us intimately associated with the daily
routine of street-passenger transportation during the last
twenty years, the results accomplished ( now that they are
massed for inspection) read like a romance. No other purely
American activity makes any such showing. I say "purely
American" advisedly, for one may in truth claim that in
this particular art we have shown the way; our devices and
methods are the standard for the world outside. We conceived
the idea and invented the means of making it safe, expeditious
and profitable. All the topics relating to how this was
done and how it grew are, 1 am informed, to be treated else-
where by others. They have arranged the data showing the
fabulous physical growth during the past twenty years. The
pleasant duty that has been assigned to me of writing a few
words in the strange eventful history of which this number of
the Journal is to be the record, will not. unfortunately, submit
to exact tabulation, since, unhappily, the subject has not as
yet received the attention devoted to "car mileage," "passen-
gers carried," "cost of maintenance," "kilowatt-hours," "possi-
ble speed" and all the rest of it.
My topic, as I have intimated, concerns a thin, fine skein
worked into this wonderful carpet of achievement; here quite
plain; there invisible, but always inextricably woven into the
beautiful pattern and, to my way of thinking, by no means the
least beautiful thread of them all. It relates to the class of
craftsmen which this wonderful physical creation called into
existence and developed by selection. We called to our aid a
great army of "miscellaneous labor" and have welded it into a
distinct craft, which compares favorably, in our great cities, in
intelligence, public spirit and utility, with its brothers, the Fire
and Police Departments. Like these two armies of public ser-
vants, our men perform (not occasionally as emergency de-
mands, but daily and hourly) a public service of far-reaching
consequence. The class for which I speak has become an
essential reliance of the citizens of every great center of popu-
lation in America, and on its sobriety and integrity daily de-
pend the lives of millions of people and the security of millions
of property. On its efficiency and promptness, without other
guarantee than the public faith in it, the orderly conduct of
the business of our great army of bread-winners is based. With
the same confidence that one turns on the bath faucet in the
morning or the gas key at night, men regulate their presence
here or there, at given hours, in implicit confidence that our
men are at their posts performing their appointed duty. This
highly disciplined army is larger to-day than the United States
army, numbering 133,000 men, and the vast majority of its
members are in a fixed employment, enabling them to marry
and raise families in decency and comfort. When one con-
templates the establishment of a class of workers as large as
this, secure in decent employment, it shows the beneficent work
of street railway development from a new angle. I wish it
could be matched by the sowers of discontent, whether it be
in printed appeal or whispered promises of impossible condi-
tions. The steadying of a self-supporting army of citizens like
the street railway employees of the United States is a civic
contribution to the life of the State that the managers of the
industry throughout America should be prouder of than all the
money they have amassed.
All this seems very significant to me, because I remember a
different state of affairs. When I was drafted from a steam
road and took charge of what was then the Metropolitan sys-
tem, I found that so far as the men were concerned it was a
system in name alone. Unification had gone on in all other re-
spects than this. Here was chaos. The employees were an
unorganized rabble, without status or pride, or the security
which makes for both, recruited at haphazard, depending for
their employment on political influence or the whimsical power
of petty superiors deficient in moral sense or any regard for
justice and right.
The demoralization consequent on this condition of affairs
can be imagined and some idea had of the morale. When
the idea was fixed fast that the abolition of this sys-
tem was no temporary shift the results were marvelous.
To abolish the system was the act of an hour. To
drive home and fix in the consciences of the men that it was a
permanent reform has been from that day to this a daily duty,
because all those active elements that make for cynicism and
doubt in the minds of working men require a daily antidote.
The means to create a class feeling and pride did not then
exist, and it was necessary to invent them. To supply this
want my men, numbering then some 4000 and odd, formed an
association, for the purpose of social intercourse and mutual
aid. That little mustard seed has grown into a towering tree,
and year by year has spread its branches far, until now under
its shade not only the opportunity of social intercourse but life
insurance and old-age pensions have come to rest. The suc-
cess of these men in this little social and economic effort has
had the effect of stimulating similar efforts among their widely
scattered brothers, and while it is true that imitation has not
kept pace with the slowly realized benefits, the work is still
on the way, and it is my hope, which must be shared by every
one who has had the good of his fellow-workers at heart, that
it will go on spreading and growing until the example fur-
nished by the street railway employees of New York City is
copied everywhere.
In the brief space allotted to generalizations of this kind, it
is, of course, impossible to give in detail all the results of a
work of this kind, but no opportunity should be lost of bringing
home to the minds of those who have our great street railway
properties in charge, the realization that the reflex influences
on their property of such efforts are in some respects often
srreater in their beneficence than those secured to the men
October 8, 1904.]
STREET RAILWAY JOURNAL.
551
themselves. Without loyalty and pride of class there can be no
true co-operation, and to my mind co-operation can only be
secured by enlightened insistence that anything that benefits
a property and elevates it in the public mind also contributes
to the dignity and distinction of the labor it employs. As show-
ing the recent steadying influence of class pride among the men
I am most familiar with, it can be stated that as the personnel
quadrupled in numbers, dismissals diminished even more rap-
idly. It is a fact that to-day, with 15,000 employees, the dis-
missals for breaches of rule and incompetence are actually less
in number than they were when New York City roads em-
ployed a little over 2000 men. They have gone down from as
high as 300 a month to, in one instance, less than 30.
I plead this individual instance in proof of the fact that
when the employment is elevated and the conditions of labor
dignified and made secure, it attracts from the community
at large a class of honest wage-earners who are in times of
stress a reliance to be depended on. The New York men since
they have beer)*together have collected over $200,000 ; they have
paid but in sick benefits $90,000 ; they have paid death claims
of $43,000. They have invested $27,000 of their surplus money
in the bonds of the property which they operate, and all this
they have accomplished without the demoralizing patronage
of their employer.
As I look back over the past twenty years, fully cognizant
of the great physical change they record, I am still unconvinced
that in that alone is there cause for pride. The growing neces-
sities of the great public duty we have to perform have brought
into being a new class of workingmen, yearly becoming more
distinguished. When one stops to think of the demands made
to-day on the intelligence and physical alertness of the motor-
man or conductor of a public vehicle, having under his control
a force and the mechanism for its manipulation unknown
twenty years ago, amazement over the physical development
is replaced by wonder at the sudden development of this new
and efficient guild of craftsmen.
DEVELOPMENT OF RAILWAY MOTOR DESIGN
BY S. T. DODD
WITHIN the limits of
such an article as this
it would be impossible
to sketch, historically,
the rise and the charac-
teristics of the many
types of railway mo-
tors which have ap-
peared on the market
in the last twenty
years; therefore, the
writer does not propose
to do more than to
comment on the various features which characterize the rail-
way motor of to-day, and to trace, as far as possible, their first
use and the necessities which developed them. The course of
this development divides itself, naturally, into two main
periods. The first period, prior to 1895, during which the
rough mechanical characteristics of the modern railway mo-
tor were worked out. The changes in design during this
period are bold, prominent and easily identified. The series
winding, spur gearing, the carbon brush, the multi-
polar field, the iron-clad armature, were developed in
this period, and were developments which demanded the
taste and skill of the mechanical engineer rather than the
application of electrical formula or refinements of mathematical
calculation. The second period, covering the last ten years,
introduces many men of specialized training, whose education
in university and shop had taken place during the early devel-
opment of the electrical industry. The changes in this period
are, if anything, more interesting than those in the former, but
consist rather in refinements of design and economy of space,
material and labor, in the introduction of devices for getting
greater output from the same size of motor, and in a more in-
timate study of the problems related to the calculation and pre-
determination of service characteristics.
It must be borne in mind that the early attempts at the ap-
plication of electricity to the transportation problem were Tjased
FIG. 1. -BRUSH RAILWAY MOTOK-18S4-S6
on the application of existing stationary motors and dynamos
to railway service, and while the work of Edison, Field, Daft
and Van Depoele were of value in the development of the prob-
lem, the writer has always considered that the work of Bentley
& Knight, in Cleveland, Ohio, in 1884, introduced one of the
first permanent characteristics of the modern railway motor,
in the series connection of armature and field, which gives the
drooping characteristic, demanded by railway work.
On July 26, 1884, Bentley & Knight put into operation their
first electric car on Central Avenue, Cleveland, Ohio. The
motor was suspended under the car and was a Brush No. 6
machine, with armature and field connected in series, similar
to that shown in Fig. 1, with the exception that the first con-
nection to the car axles was by coiled steel-wired belts instead
of by gearing. The generator was a Brush No. 7 machine, of
the open-coil armature type, about 500 volts and 20 amps., full-
load capacity. The troubles developed during the next year in
gearing, conduit and generator and motor, caused them to make
a decided change in most of the characteristics of their nexi
installation, but it is to be noted that the motor suspension
under the car and the series connection were features which
were never abandoned, and must be considered permanent from
this time.
To appreciate the conditions of the art at that time, we would
note that Field and Edison, in 1883, were operating a locomo-
tive with a shunt-wound motor, geared by bevel gearing and
belting, and taking current from an exposed third rail at 75
volts. Leo Daft, upon his locomotive "Morse," in 1885, on the
Baltimore Union Passenger Railway Company, was using a
compound-wound 8-hp motor at 125 volts, with exposed third
rail for conductor. Frank J. Sprague, in 1885, was experi-
menting with electric traction on the elevated railways in New
York, and we would note again that he was using a shunt-
wound motor, with a compound coil at right angles to the field
552
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
for neutralizing the armature reaction. Two permanent fea-
tures, however, were introduced by Mr. Sprague in these ex-
periments in 18S5. One was the flexible suspension of the
motor, carrying the weight of the motor directly upon the axle
on one side and spring suspended to the truck frame on the
FIG. 2.— SPRAGUE SHUNT-WOUND ELEVATED RAILWAY
MOTOR — 1885-86
other. The other permanent feature was the introduction of
spur gearing. As a matter of fact, the single-reduction spur
gear used in these experiments, as well as upon the later
Sprague No. 5, or Richmond motor, in 1888, was premature,
and had later to be replaced by double-reduction gearing.
To Sidney H. Short should probably be given the credit of
seeing that for motors of the speed common at that day, double-
reduction spur gearing should be used. The motor shown in
Fig. 1 is a motor built by the Brush Electric Company in 1886
for Mr. Short's Denver road, and was in service at least as
early as March, 1887.
In 1888 both the Sprague Company on the Richmond road,
and the Bentley-Knight Company on the Observatory Hill
road, at Allegheny, are operating motors built especially for
railway work rather than adopting stationary motors for this
service. While there are certain differences in the design of
the motors and the methods of control, both companies agree
upon the adoption of the characteristics whose origin we have
sketched above. Both types of motors are series connected,
hinged on the axle and drive by double-reduction gearing.
That the design of the motors or the predetermination of motor
FIG. 3.— WESTINGHOUSE DOUBLE REDUCTION MOTOR— 1890
characteristics had not reached a very advanced stage, may be
inferred from the fact that the first Richmond motors de-
signed for single-reduction gearing were finally made success-
ful by changing them to double-reduction gearing, a change
which shows that as originally designed the motors had about
half the capacity necessary for the service.
The following extract from the New York "World" of Feb-
ruary, 1889, shows that it was realized at that time that several
very important changes must be made in motor design before
the railway motor could be commercially successful. The
author says :
"The criticisms of Mr. Lawless (engineer of the Kansas City
System of Cable Roads), that on his visit to ■ in September,
twenty-eight cars out of forty were disabled, and the cars running
on a headway of from fifteen to ninety minutes apart, and of Mr.
Hendree (an officer of the Detroit City Street Railway System)
that eighteen mechanics were at work on repairs of a road having
only forty cars, shows what happens when a stationary motor is
forced to do the work required by a street railway. The "Plain
Dealer," of Dec. 31, concerning the system at Cleveland, Ohio, is far
from complimentary, that a road operating on a test, five or six cars
should burn out $1,500 worth of field magnets in a week, speaks for
itself."
One of the most serious sources of the troubles, referred to
above, lay in the commutation. It can easily be realized that
the use of a metallic brush on a motor subject to the overloads
FIG. 4.— MAILLOUX MOTOR— 1889
of railway service, as well as to reversal in direction of rota-
tion, was a most prolific source of trouble. It is questionable
whether the railway motor would ever have been made a com-
mercial success if this had not been eliminated. In October,
1888, Mr. Van Depoele proposed to use a carbon brush upon a
Thomson-Houston railway motor. By December of that year
several Thomson-Houston railways were experimenting with
carbon brushes instead of copper, and reporting very successful
results. By March, 1889, we find it stated that the carbon brush
was in general use on all railways using the T.-H. system, and
by this substitution a vital and serious difficulty was removed.
Another striking advance in design was introduced in 1890,
in the Westinghouse double-reduction motor. This motor had
a very poor magnetic circuit, and the electrical features pos-
sibly accounted for the fact that it never attained any very
marked commercial importance. The mechanical features,
however, deserve some consideration ; it had an external frame,
protecting the working parts ; the gears were protected by neat
and convenient gear cases ; the pole pieces were hinged to the
frame and gave accessibility to the armature, a construction
which was in marked contrast to the Sprague and Bentley-
Knight motors, or to their successors, the Edison and Thom-
son-Houston motors.
The high speed of all these double-reduction motors pre-
sented a serious source of trouble. E. M. Bentley has said
that one of the reasons which prevented him from employing
spur gearing in 1884 was that he could find no precedent for
spur gearing at speeds of 1500 r. p. m., which were ordinary
motor speeds from 1884 to 1889. Although by the latter date
October 8, 1904.]
STREET RAILWAY JOURNAL
553
spur gearing had been generally adopted, the mechanical
difficulties encountered in the high-speed gear and pinion had
not been overcome, so that the next logical step lay in the de-
velopment of a slow-speed motor which would eliminate one
set of gears. The first example of this type of railway motor
was designed by C. O. Mailloux for a storage-battery road in
Washington, D. C, in 1889. Several permanent characteristics
were contributed to the art by this motor. It had a four-pole
field, thus having twice the ordinary number of poles. The
armature was built of slotted laminations, with the windings
placed in the slots. The commutator was cross connected, so
that a single pair of brushes would serve for a multipolar mo-
tor, a characteristic which was still further modified in a sub-
sequent motor of the same type built in 1890 by the introduction
of the series winding of the armature. It is unnecessary to
comment on these improvements, further than to point out that
each of these characteristics contributed to the reduction of the
motor speed, and every manufacturing concern started at once
FIG. 5.— WESTINGHOUSE NO. 3 MOTOR— 1S91
on the development of a line of single-reduction motors, adopt-
ing one or all of these features.
In 1891 the Westinghouse No. 3 motor appeared on the
market. This was the first permanently successful railway
motor, and was so rather because it embodied the successful
features of previous types than because it introduced new fea-
tures. Two features are, however, worthy of remark. One of
these is that the hinged field of the double-reduction motor,
Fig. 3, has been made multipolar, following the design of the
Mailloux motor, and has been extended to embrace and protect
the working parts ; the other is that this motor introduces the
first form of machine-wound armature coils. The coils, how-
ever, were of different sizes and were not symmetrically laid
around the armature as has since become a common practice.
In 1891, almost simultaneously with the appearance of the
single-reduction motor, the design of slow-speed motors was
pushed to an extreme in the gearless type. Recent develop-
ments have made this motor a step in the history of the art,
although at the time it was premature and did not mark an
advance. The objections to which the motor was subject at
that period were its extreme weight, due to the slow speed of
equipments, its lack of flexibility, the inaccessibility of its parts
for inspection or repair, and the impossibility of changing its
speed for various conditions of service. None of these objec-
tions could be considered vital in a locomotive shop with ample
facilities for removing wheels and handling heavy machinery.
They were, however, very serious objections for street railway
service with the repair facilities which we had in car houses
FIG. 6.— SHORT GEARLESS MOTOR— 1891
in 1891 and 1892. But the developments of the last year or so
— the P.erlin-Zossen experiments and the still more recent New
York Central locomotive — demonstrate that there is still a field
in the future for the gearless motor.
Steel castings for motor frames were introduced in 1891 on
the T-H. W. P. motor.
The GE 800 motor of 1893 presents some interesting fea-
tures; the frame, made of steel casting, entirely enclosed the
working parts of the motor. Gaskets under the covers and sealed
joints protected the motor to such an extent that it was hoped
it would be absolutely waterproof. This feature, however,
never was a marked success, as the lack of ventilation and
drainage was the source of troubles which soon caused a re-
action from this type of motor toward a more open type and
one more capable of long-time service. Another feature which
was introduced in the motor was the Eickemeyer coil, all the
FIG. 7.— GE 2000A MOTOR — 1S99
armature coils being symmetrical and interchangeable around
the circumference of the armature.
The name GE 800 was based on the fact that at its normal
horse-power the motor would develop a draw-bar pull of 800
lbs. when running at 10 miles an hour, and marks the first at-
tempt to establish an accurate commercial rating for railway
motors, a subject which had been more or less indefinite up to
this time.
In 1894 the GE 2000 introduced a still further improvement
in symmetrical armature windings; the coils of this motor were
554
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
made of solid strap copper, one turn per bar, carried straight
out on the back end of the motor and the corresponding coils
soldered together with clips, thus making a "barrel" winding
with an approximately flat diamond shaped coil. Directly after
this the Westinghouse 12-A and Walker motors appeared with
coils of this diamond shape, wound of several turns of con-
tinuous wire, a characteristic which has been standard for rail-
way motors since that time.
Thus by 1895 the chief mechanical characteristics of the
railway motor had been settled, and, as said above, the
developments of the ten years since that time have been
in the direction of refinements of design and economy of
material and cost of manufacture. One of the best illustrations
of this is to be found in the Lorain-34 of 1897, a motor in which
by careful designing the weight was reduced to less than 80 per
cent of that of any of its contemporaries of equal output, while
its rugged construction and excellent electrical design made a
large demand for it for certain classes of service.
Since 1896 it has been realized that the all-day service ca-
pacity of motors was a matter that demanded serious consid-
eration ; to this is due tbe increased size of armature bearings,
as well as improved methods of lubrication. As an illustration
arate air compressors for forced ventilation of the motors. All
these instances illustrate the fact that one of the recent ten-
dencies is toward a reduction to a minimum of magnetic and
electrical material and an increased ventilation of these work-
ing parts to maintain a normal temperature.
One of the most interesting developments of recent years
has been the effect on motor design of the study of service char-
acteristics. The speed and power variations developed in op-
erating electric motors in service could never be clearly under-
stood till a study was made of the speed and power curves in-
volved in such operation. As far as the writer is aware, the
first published use of speed-time curves illustrating the
operation of electric railway motors was made by himself
in an article in the Street Railway Journal of September,
1897, during a discussion of the variations of power and speed
FIG. 8.— GE 55 MOTOR— 1S97
FIG. 9.— GE 74 RAILWAY MOTOR— 1903
of this tendency the GE 55, in 1897, introduced armature
bearings extending in under the armature windings and com-
mutator, and carried in solid unsplit housings, packed with
waste, and lubricated with oil.
Another point that has demanded attention is the accessibil-
ity of motor parts and their convenience for repairs. An in-
stance of this has been referred to in the Westinghouse motor
of 1890, and still more recently the GE 74 of 1903 affords a
good illustration. The new features incorporated in this mo-
tor were introduced according to the specifications of the cus-
tomer, especially with the point in view of making the motor
accessible for inspection and convenient for replacal of re-
pair parts.
In 1896 the Westinghouse No. 38 motor introduced laminated
pole pieces to reduce the eddy current losses in the pole face.
In the next year, 1897, the GE 52 motor introduced the ven-
tilated armature, decreasing thereby the amount of iron in the
armature and increasing the core loss per unit of iron, but
increasing in a greater proportion the ventilation and the
radiating surface of this core so as to reduce the temperature
of the armature. Still more recently the "SKC" line of mo-
tors show a further development in this direction by opening
ventilating ducts in the field laminations to correspond with
those in the armature, and thus further increasing the circula-
tion of air through the armature. The cars of the Berlin-
Zossen experiments in 1902 and 1903 were equipped with sep-
produced in accelerating a car. Since 1897 ^e application of
such curves has been developed by several prominent engineers,
and they are now a recognized instrument in the discussion of
motor problems.
Another discussion of recent years has been the controversy
over railway motor rating, and the attempt to arrive at a basis
of rating which would be valuable as a comparison of different
motors, and, at the same time, a statement of the service char-
acteristics. The rating of the GE 800 type of motors has
already been mentioned. This rating was unsatisfactory, for
the reason that it was based upon the characteristics of the
motor at a certain predetermined speed, which, in any par-
ticular case, was generally fictitious. It amounted, therefore,
to a horse-power rating upon an indefinite basis. This has
given place to an arbitrary numbering of motor types and to a
definite commercial rating, which was first proposed by
W. B. Potter and commercially introduced with the
GE 50 of 1895. On this basis the motor is rated upon the
horse-power which it will develop for one hour, with a rise
of temperature of 75 degs. C., as measured by thermometer.
With this rating we have here an accurate definition of motor
rating, and one upon which different types of motors can be
compared with each other ; the rating, however, is unsatisfac-
tory, as it practically only defines the short-time commutation
limit of the motor and does not define its characteristics for
long-time service. This fact was pointed out in an article by
October 8, 1904.]
STREET RAILWAY JOURNAL.
555
N. W. Storer in the Street Railway Journal, January, 1901,
in which he claimed that on account of the operation of railway
motors on reduced voltage in starting, the average voltage in
service was 60 per cent to 80 per cent of the full line voltage.
As a consequence, he advocated the rating of motors on their
all-day capacity at 300 volts for city service and 400 volts for
interurban service. The matter, however, goes deeper than
this, as has been pointed out by A. H. Armstrong in a series
of valuable articles, the first of which appeared in the Street
Railway Journal, April 6, 1901. The heating of railway
motors in service depends upon a multiplicity of data, includ-
ing the weight to be moved per motor, the number of stops per
mile, the acceleration, coasting, braking and schedule speed,
and the capacity of the motor can be determined for any par-
ticular service from a series of curves which can be derived
from tests of each type of motor. Of two motors of the same
horse-power rating one may have a greater capacity for one
type of service and the other for another. The influence of
this discussion can be seen in the design of the motors of the
last few years. To-day a railway motor is designed with a
proportion of core loss and copper loss, and with commutating
limits which will fit it for the particular service expected of it.
The details of these features of design are too technical to fol-
low in an article of this character, but the discussion of rail-
way-motor rating is not yet ended, and we are still in need of
a brief and accurate method of rating of motors which will
express the characteristics of a motor and at the same time
indicate its capacity for railway service.
I have tried to summarize the course of investigations upon
the railway motor. The problem that was faced twenty years
ago was one concerning which we were ignorant of the me-
chanical requirements and of the theoretical method of attack;
in fact, to a great degree, the problem itself did not exist at
that time, as the necessity for handling electric railway traffic
as we know it to-day is a necessity which has developed itself
as we have showed our ability to meet it. To-day the d. c.
railway motor has twenty years of history and experimentation
behind it, but the a. c. motor and the electri: locomotive are
presenting new phases of the transportation problem upon
which we are just entering. The writer does not believe that
either of these will in any reasonable time displace the d. c.
motor from the particular field it has developed for itself, but
that rather they will in their turn develop their own peculiar
traffic conditions and demands, but we are sure their develop-
ment will be more speedy because the general conditions of the
problem are known and the methods of investigation have al-
ready been outlined, while the work of their investigators will
be more accurate because of the failures as well as the successes
of the last twenty years.
♦♦♦
"And we face that last and greatest discovery of the century,
the application of which bears more directly upon our imme-
diate interests than any other, namely, electricity as a motive
power. So long as purely brute strength and endurance enter
so largely as a factor in our enterprise, there must ever be per-
plexing and annoying obstacles that the ingenuity of man will
be taxed to overcome. Any invention looking toward the aboli-
tion of these, thus simplifying our methods of locomotion, will
be eagerly welcomed and thoroughly discussed in our delib-
erative councils. I see in the recent subjugation of the subtile
and hitherto illusive force of electricity to the needs of man,
boundless possibilities for the world's three greatest requisites
lor advancement beat, lighl and motion." From Chicago
Meeting, 1883.
THE EVOLUTION OF THE MODERN POWER STATION
BY J. G. WHITE
YOUR twentieth anniver-
sary number has some spe-
cial personal interest, be-
cause of the fact that it is
just twenty years since I
first came into contact with
electrical machinery out-
side a laboratory. This
was at the Electrical Ex-
hibition in Philadelphia in
1884, after which I had
still a year to spend at Cor-
nell. There is perhaps no
more forceful way of illustrating "The Evolution of the Mod-
ern Power Station" than to recall to mind two or three of the
exhibits which attracted special attention at that exhibition.
One of these was the Thomson-Houston ball-armature arc
light machine, which was then entirely new to many of the
best informed men of the country, like Prof. William A. An-
thony. The construction of the machine, the regulator and
other details elicited much comment and discussion. Although
Brush and other arc lamps were exhibited, the new Thomson-
Houston light was much admired. If I remember correctly,
only small sized Thomson-Houston Company dynamos were
exhibited, and until then the Thomson-PIouston Company was
almost unknown commercially. It seems truly remarkable that
the entire growth of the Thomson-Houston Company, its in-
cursion into the fields of incandescent lighting, street railway
equipment and other sections of the electrical field, its amalga-
mation with the Edison interests into the General Electric
Company, and the many years of successful development of
the General Electric Company, can all have taken place within
the brief period of twenty years.
Another exhibit which attracted considerable attention was
that of the Westing-house Company, this being the first im-
portant exhibit of that company as well. As far as I can recall,
the exhibit consisted principally of some Westinghouse single-
acting engines, and of some direct-current generators, these
being of the two-pole double-magnet type, very similar to the
then well-known Weston generators. The Westinghouse gen-
erators, however, were intended to lie of cheaper construction,
cast iron being used to a considerably greater extent. It was a
year or two later that Mr. Westinghouse went boldly into the
alternating field, and energetically pushed the development and
use of alternating apparatus. It naturally follows that the en-
tire development of the great business of the Westinghouse
Electric & Manufacturing Company has taken place within
this same twenty years.
There were, of course, other important exhibits, notably
those of the Edison Company, the United States Electric Light-
ing Company and others.
In these days of 3-amp. and 5-amp. arc lights, it seems
strange to think that in this same exhibition the majority of
the arc lamps were of the "short-arc" type, consuming about
20 amps., and that there is almost no arc light apparatus in
use to-day which was shown at that time. The only exceptions
are the then new Thomson-Houston and the Brush 9.6-amp.
arc lamps, which are still in use in many places where an en
closed are or alternating are system has not been adopted.
As to the power station itself, a 50-kw dynamo was, twenty
556
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
years ago, considered quite large. The usual rating of dynamos
at that time was not in kilowatts capacity, but in capacity of
16-cp incandescent lamps, and a dynamo with a capacity of
1000 lamps, which we would now rate at about 25 kw, was con-
sidered an important piece of machinery.
Three years later, in the autumn of 1887, the writer and asso-
ciates were interested in the installation of what then seemed
to us quite a large and important electric lighting station at
Lincoln, Neb. This consisted of one 750-light and one 1500-
light Westinghouse alternating machine, running at about 1650
r. p. m., and direct belted to two New York Safety engines.
During the five years, 1884 to 1889, the usual power station
installation consisted of two or more engines of the high-speed
type, frequently of different manufacture, driving directly, by
single belts, dynamos of various types, these including at times
arc light machines, alternators and direct-current generators of
small sizes. The most prominent of all the engines of those
days was the Armington & Sims high-speed single-cylinder,
from 50 hp to 100 hp each, engines of the same type and of
150 hp being unusual. Other prominent engines of the same
period were the Ball, the Ide, New York Safety and the West-
inghouse single cylinder. At a little later period, compound
engines of the same general types and of the same manufacture
came into vogue, and other manufacturers came prominently
forward, among these being Mcintosh & Seymour, the Harris-
burg Machine Works and Ball & Wood.
In 1887 electric railways, which had been previously con-
fined to a few small roads, largely of experimental type, and
operating at most only a few cars, received a great commercial
impetus by the equipment of the street railway of Richmond
by the Sprague Electric Railway & Motor Company. This con-
tract, which included an equipment of forty cars, was perhaps
the most notable event in the electric field during the six years
— 1884 to 1890 — and has been followed by the enormous devel-
opment in electric railways so well known to all.
As electric current came into more general use for electric
railway, power and lighting purposes, stations gradually in-
creased in size, and to secure greater economy a number of
engineers began to use Corliss engines of sizes from 100 hp
to 300 hp each. In order to drive satisfactorily the small high-
speed dynamos then in vogue, it was usual to belt from the
engine to the dynamo through countershafting, although the
latter was obviated in some cases by using "idlers" to force
the belts closer together near the dynamo pulley, thus giving
contact with a larger surface of the dynamo pulley and a better
"grip-"
At a little later period there were also a number of installa-
tions where larger Corliss engines were used, each operating
a number of the small high-speed dynamos then still prevalent.
These machines were driven from a long countershaft on which
were mounted friction-clutch pulleys, one for each of the gen-
erators, so that any generator could be started or stopped with-
out interfering with the others or the main driving engine.
The most prominent of these installations was the original
West End Station at Boston.
In the period of 1887 to 1890, when the electric railway was
developing rapidly, we considered 80-kw generators as being
the largest which it was advisable to use. Although the
Sprague Company at that time sold some generators of 150-kw
capacity, its 80-kw machine was considered by most of the
sales agents a better machine, and, consequently, the one to be
recommended to customers.
In the summer of 1889 I secured my first big order for elec-
tric railway apparatus, selling to the Omaha Street Railway,
Omaha, Neb., twenty Sprague car equipments and two 80-kw
generators. That these two dynamos were considered an im-
portant sale illustrates the development of the power station
during the last seventeen years.
During the early nineties, the four, or more, pole dynamo
came gradually into use, and for a time many of the power
houses installed Corliss engines directly belted to multipolar
direct-current dynamos of from 100 kw to 300 kw each, al-
though during this same period many high-speed engines were
still used direct belted to generators.
With the improvement in design of generators and the re-
duction in their speed, came the period of direct driving, and,
when after a time we were able to secure dynamos run-
ning at not more than 150 r. p. m., it seemed that great progress
had been made. Then came the period covering a number of
years of direct-connected units, of speeds from 150 r. p. m. to
300 r. p. m. for small units, and 70 r. p. m. to 150 r. p. m. for the
larger units, the latter gradually increasing up to 1500 kw,
which only a few years ago seemed a tremendous sized unit.
The next stage of progress was the building of the larger ver-
tical Corliss engines, which gradually increased to such units
as are now employed by the Manhattan, the Interborough and
Edison companies in New York, of about 5000 kw each.
As we all know, while there has been some improvement in
gas engines during the last few years, the great development
has been that of the turbine unit, and to-day the point§ which
interest us most are the merits of the turbine unit as compared
to the direct-connected Corliss, or other high-grade engines.
Data are not yet available to show conclusively what may be
expected in the way of steam economy from the large turbine
units. As much as five years ago I knew of a splendidly fin-
ished Swiss (Sulzer) engine of 1500 hp, triple expansion, con-
densing, sold for driving a cotton mill in Russia, which the
purchaser told me was guaranteed to show economy at full
load of gY2 lbs. of dry steam per ihp-hour. This engine cost
what seemed an enormous sum — about $250,000, or about $50
per hp, against from $15 to $25 ordinarily assumed as the cost
of a Corliss engine, and reported costs of complete engine and
generator, turbo units, of $25 to $30 per kw capacity.1
Results have been published2 of a test of a 4000-hp Brown-
Boveri-Parsons turbo-generator at Frankfurt-a-M, which, with
a load of 2518 kw, and a vacuum of 91.8 per cent, showed a
steam consumption of 15.75 ms- Per kw-hour, and with a load
of 2985 kw, steam pressure 152 lbs., superheat 312 clegs, and
vacuum 90 per cent, a steam consumption of 15. 1 lbs. per kw-
hour. While this steam consumption is about 10 per cent
higher than that guaranteed for the Sulzer engine above men-
tioned (which was equivalent to about 13^ lbs. steam per kw-
hour), yet the fact that the complete engine and generator can
be purchased at about one-third the cost per ihp of the Sulzer
engine alone, is of itself a sufficient reason for the installation
of the turbo unit under ordinary conditions, besides which the
latter has many other advantages. Any Corliss engine, which
costs no more than the combined turbo-generator unit, could
scarcely be expected to show any better economy than the test
just above mntioned.
A. M. Mattice, in an article on "Efficiency Test of 1250-kw
Steam Turbine for the Interborough Rapid Transit Company,
of New York,"3 states that the turbine had an efficiency with
150 lbs. steam pressure, 28-in. vacuum, and steam superheat
1 See discussion on Mr. Emmet's paper, at the Saratoga meeting of the
American Street Railway Association, Street Railway Journal, Sept. 12,
1903.
2 "The Electrical Review" (New York), Jan. 23, 1904, page 158.
3 See "Electrical World and Engineer," Feb. 20, 1904, page 356.
October 8, 1904.]
STREET RAILWAY JOURNAL.
557
75 degs. F., of 13.2 lbs. per ehp-hour at full load, and 139 lbs.
at three-quarter load, and 15.4 lbs. of half load. He also re-
ports a regulation test showing only 2 per cent increase in
speed by suddenly throwing off a load of 1309 kw, and a de-
crease in speed of only 2.2 per cent by suddenly throwing on a
load of 1340 kw. These economies are about what might be
expected under good conditions from a good compound con-
densing Corliss, or other high-grade unit.
J. A. Seymour, in an article entitled "The Economy of Re-
ciprocating Engines at Light Loads, as Compared With That
of Steam Turbines,"4 shows that tests conducted on three Mc-
intosh and Seymour engines, direct-driving 1600-kw genera-
tors, gave economies for all loads somewhat better than those
reported by Mr. Mattice for the 1250-kw turbo units. This
also shown by the diagram, Fig. 1, which was given with
Mr. Seymour's article.
Emile Guarini, in an article entitled "Steam Turbines in
Europe,"5 reports the efficiency tests made on two turbo-gen-
.3 .4 .5 .0 .7 .8
Load in Terms of Hatud Electrical Load.
FIG. l.-CURVES OF STEAM CONSUMPTION
erators at Elberfeld. These were of 1000 kw each, and a speed
of 1500 r. p. m. The actual steam consumption with only 14
degs. (probably Centigrade) superheat was as follows:
Load in Kw
1,250
I.OOO
750
500
Actual Consumption
14 deg. ^uperhaat
Kg per Kw-hour
8.63
9.I9
9-99
11. 41
Actual Consumpiion
14 deg Superheat
Lbs. per Kw-hour
!9-°3
20.26
22.02
25.16
"The Electrical World and Engineer," New York (June 18,
1904, page 1 162), contains an article entitled "A Recent Brake
Test of 400-kw Westinghouse-Parsons Steam Turbine." This
test was carried out by Dean & Main, of Boston, and shows
steam consumption with 100 degs. F. superheat, in pounds of
steam per B. H. P., as follows :
77 per cent Load
12.86
41 per cent Load
14.62
POUNDS OF STEAM PER B. II. P.
31 per cent Overload Full Load
[2.07 I2.4t
The above-mentioned tests for both 1000-kw and 400-kw sets
compare favorably with what might be expected from good
Corliss, or other high type engines of the same capacity.
Mr. Seymour's article seems to prove that, under some cir-
cumstances, the economy of the steam turbine at light loads
may be less than that of the reciprocating engine; yet, under
ordinary conditions, the general impression that the turbine
unit will show better economy at light loads, seems justified.
* See "Electrical World and Engineer," April 2, 1904, page 651.
6 See "Power," December, 1903, page 676,
The governing mechanism employed on turbines, by which
steam is admitted in puffs as frequently as may be required to
maintain speed, permits of the steam going into the turbine at
practically full boiler pressure, and without being wire drawn
at the throttle valve. The arrangement of the best design of
turbines is now such that the steam may expand in such way
as to very closely follow an adiabatic curve. In addition to the
above, there is no alternate heating and cooling of cylinders,
no loss of energy due to stopping and starting of reciprocating
parts, and much less friction, due to lighter weight and lack of
reciprocating parts.
Considering all the above, it is fair to assume that, when the
design of the turbine has been worked out to such high per-
fection as is shown in the reciprocating engines mentioned in
the article of Mr. Seymour, the turbine economy is likely to
surpass that of the reciprocating engine for all loads, but more
especially for light loads.
The commercial development of the turbine has been re-
markable. The first Westinghouse-Parsons turbine was put
into commercial use in the last six months of 1899. The first
Curtis turbine, according to Mr. Emmet, of 600-kw capacity
and horizontal type, was put into operation the latter part of
1 901. The second Curtis turbine, 500 kw and the first of the
vertical type, was put into regular operation at Newport about
June, 1903, and the second vertical Curtis turbine, 5000 kw,
was put into operation in Chicago about Oct. 1, 1903. In the
short time since these first machines were started, many thou-
sands of horse-power of both Westinghouse-Parsons and Cur-
tis turbines have been put into operation. The General Elec-
tric Company has now on order several hundred thousand
horse-power of Curtis turbines, many of them being 5000-kw
units, and the Westinghouse interests are building 5500-kw
turbine units for the proposed large stations of the Pennsyl-
vania Railroad of New York, eight units of the same size for
the London Underground Railways, and have on order many
other large turbine units.
The largest turbine unit ordered to date, so far as noted by
the writer, is one being built for the Electricity Company at
Essen, Germany, by Brown, Boveri & Company, of about 10,000
hp, which is to drive an alternator of 5000-kw capacity and a
continuous current generator of 600 volts, 1500-kw capacity.
The total height of this unit will be 9U ft., and the total length
55 ft., the length of the turbine itself being about 22 ft. The
manufacturers guarantee a consumption of less than 7 kg of
steam per kw-hour, or about 9 lbs. per ihp-hour.
The rapid adoption of the turbine unit has been largely fa-
cilitated by the rapid growth in size of central stations, and the
tendency to use alternating current for general distribution,
installing sub-stations wherever direct current is required,
even at the central station itself. With improved alternating-
motors, adapted to traction as well as other purposes, there
will perhaps be a tendency to restrict the installation of sub-
stations, but this will in no way interfere with the continued
and increasing use of the turbo-alternating units. On the other
hand, the development of steam turbines has helped to make
more general the use of alternating generators, because of the
difficulty of constructing armatures, and particularly commuta-
tors, with large capacity adapted to the high speeds of the
turbines.
During the last few years the development of the gas engine
for power house uses has been much discussed, and in design
and operation has been greatly improved. Where gas can be
had at less than 20 cents per tooo cu. ft., the actual fuel cost
for gas engines would be probably less than steam engines of
558
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
either turbine or reciprocating types. The gas engine, how-
ever, has, as compared to turbo-generators, numerous disadvan-
tages, the most important perhaps of which are :
( 1 ) V ery much higher first cost.
(2) A multiplicity of reciprocating parts, with many wear-
ing surfaces, requiring constant attention and increased repair
accounts.
(3) Complicated valve gear likely to become clogged with
residuum from the gas consumption, requiring constant care
and watchfulness.
(4) Increased space required, much more expensive founda-
tions, etc.
The mere fact that the turbo-generator units have come so
rapidly into use, and that so many thousand horse-power are
now on order, is of itself practically conclusive proof that the
turbine-generator unit has inherent advantages. Abraham
Lincoln's oft-quoted remark that "You cannot fool all of the
(5) Smaller space occupied, necessiating less investment in
land, as well as in building.
(6) Cheaper and simpler foundations required.
(7) Easier lubrication.
(8) The simple compact construction makes all parts easily
accessible, and the absence of reciprocating parts considerably
reduces frictional losses, wear, danger of hot wearing surfaces,
and the attendance required.
(9) Reduction in repair accounts. This may not apply at
present, but is sure to follow as the natural consequence from
the simple construction after standard types of turbines have
been developed and the "bugs" eliminated.
(10) Lack of oil in condensed steam permits of the con-
densed water being pumped hot directly to the boilers without
danger of injuring them, thus saving fuel, and almost entirely
eliminating cost of feed water, and minimizing boiler repairs.
(11) Ability to secure increased economy by use of steam
30
lor
fUHJISTUHjlNE WITHOUT^ UPER^TT
CURTS TURBINE 100 F. SUPERHEAT. ISIPLE_CO N jj E N S I N G
VACUUM 28.5"
~ 0.8
5 0.0
w
% °-E
o 0.4
o
K 0.3
0.'-1
0.1
V
HORIZONTAL\
CORLISS \
VE
CC
RTICAL
RLISS .
PARSON'S .
STEAM
TURBINE
50 00 70 80 90 100 110 r.'O 130 110 150 1G0 170 180
Lbs. [nitial Gauge Pressure Street Ryjomu
2000 3000 100U
E!ec\ Horse Power
.:ooo ooou
Street Ry.Journal
FIG. 2.— ENGINE AND TURBINE PERFORMANCE— STEAM
CONSUMPTION
FIG. 3.— COMPARATIVE FLOOR SPACE REQUIRED FOR THREE
TYPES OF PRIME MOVERS, ALL OPERATING CONDENSING
people all the time," is still apt, and the mere fact that so many
prominent engineers have ordered turbo-generator units is con-
clusive evidence of their merits.
The chief advantages of the steam-turbine units apparently
are as follows :
(1) Lower first cost of turbine unit, including dynamo. Al-
though the selling prices of these units are still high in propor-
tion to their cost of manufacture, it seems certain that com-
petition will ultimately, as processes of manufacture become
standardized, bring the selling prices of the turbo units much
below those now prevailing, and within reasonable margin of
the actual cost of manufacture.
(2) Economy at rated load about equal to the best economy
ordinarily obtainable from reciprocating engines of usual types,
with relatively somewhat better economy under light loads and
ordinary operating conditions.
(3) Very satisfactory momentary regulation under sudden
variations of load.
(4) Generators can be more easily synchronized, operated
in parallel, and adjustment of governor can be more easily
made during operation, so that each unil shall lake its proper
proportion of total load.
much more highly superheated than is practicable with recipro-
cating engines.
Some of these advantages are shown graphically in the ac-
companying diagrams, Figs. 2 and 3, taken from articles pre-
viously published.
Ten years ago many of the power stations, especially the
smaller ones, showed steam consumption of from 50 lbs. to 100
lbs. per ehp-hour, and coal consumption from 7 lbs. to 15 lbs.
per ehp-hour. Some stations are still showing similar pour
results. It should, however, now be possible to install a station
of 1000 hp, or over, which should show average economy of
better than 20 lbs. of steam per ehp-hour, and full load economy
better than 15 lbs. of steam per ehp-hour.
The development of switchboard apparatus and minor de-
tails has been quite as marked during the past twenty years as
has been the development of engines and generators, and while
undoubtedly improvements will continue, the progress already
made has been so great that similar rapid improvement can no
longer be expected. One may consequently now invest in se-
curities of electrical undertakings, feeling confident that ma-
chinery now purchased is not likely to become antiquated
within reasonable time, or to be seriously handicapped in com-
petition with machinery of greatly improved types.
October 8, 1904.]
STREET RAILWAY JOURNAL.
559
ELECTRIC RAILWAY WORK IN AMERICA PRIOR TO 1888
OUTSIDE of the early work of Davenport, electric rail-
way work in America dates from 1880, when Thomas
A. Edison, whose genius has illuminated practically
every field of electrical research, ran an electric locomotive
over a track, less than half a mile in length, at Menlo Park,
N. J. Since that time the development has been rapid and has
called into service an immense number of men, many of whom
know little about the trials and hardships experienced by the
pioneers in the electric railway field. Yet it is their work,
courage and energy which has developed the electric railway of
to-day. Among those to whom the world is indebted for the
success of electric transportation and who have passed away
are Charles J. Van Depoele, John C. Henry and Sydney H.
Short. Others, however, are living, and several, like Sprague,
have remained prominent factors in the electric railway field.
The readers of this issue are fortunate in being able to read
the story of a considerable part of the early work as told by
the inventors themselves, or by others who were closely asso-
ciated with them. It is not the intention of this article to re-
peat the facts which are described in more interesting detail
at first hand, but to mention briefly some of the other important
events in the very early work of electric railroading.
The motor on the Edison electric locomotive, already men-
tioned, consisted of a dynamo of the "Z" or sixty-light type,
wound for 125 volts, and took power from the track rails which
were insulated from each other. In prosecuting his claims for
patents soon after building this road, Mr. Edison found two
other inventors, Siemens and Field, whose claims covered
largely the features for which his applications were filed. The
THE TORONTO EXHIBITION RAILWAY— 1885
claims of the first named were denied by the courts, and Edison
united with Field and organized, about 1882, the Electric Rail-
way Company of the United States. Soon after this, Mr.
Edison's attention being attracted to other fields of electrical
development, the promotion of the new company was left to
Mr. Field, and at the Chicago Exposition of 1883 an electric
locomotive called "The Judge" was exhibited. This locomotive
weighed about 3 tons and was operated by a third rail. Il was
put in operation June 19, 1883, drawing a trail car, and carried
over 26,000 passengers during the two weeks in which it ran.
About the same year, Walter H. Knight and Edward M.
Bentley organized the Bentley-Knight Railway Company,
which in the fall of 1883 built an electric railway line in the
VAN DEPOELE ELECTRIC RAILWAY IN APPLETON— 18S6
yards of the Brush Company. The first public line equipped
by the Bentley-Knight Railway Company was on a section of
the East Cleveland Street Railway, where a car was put in
service on July 27, 1884. About a mile of track had been
equipped with a wooden conduit, built up of cast-iron yokes
set on the ties. Outside of the yokes were 2-in. planks to form
the sides of the conduit, while similar planks formed the top.
The slot had an original width of Y\ hi. The conductors were
mounted about 4 ins. apart within the conduit, and were sup-
ported on insulators projecting from the wooden side walls.
The first car was equipped with a Brush arc light dynamo sus-
pended underneath the center of the car body and connected
by coiled steel-wire belts to countershafts, which in turn were
similarly belted to the axles. Another road was constructed
later at Woonsocket, R. I., and a combined trolley and conduit
road at Allegheny, Pa. A section of conduit line in Boston
was completed in 1888, and soon after that time the company
was absorbed by the Thomson-Houston Electric Company.
Charles J. Van Depoele seems to have been the first to have
adopted the under-running trolley, although the value of this
invention did not immediately appeal to him, and a number of
his later roads used the over-running trolley. Mr. Van Depoele
was a Belgian by birth and moved to this country in 1869, set-
tling in Detroit. In 1880 he organized the Van Depoele Elec-
tric Light Company in Chicago, and in the winter of 1882-1883
he equipped an electric elevated railway in an exposition build-
ing in that city. The line was 400 ft. long, and the rails were
used as one side of the circuit, while a copper wire suspended
in the center of the track was utilized as the other side of the
circuit. The wire was supported on a number of boards which
were cut with V-slots at their upper end. On the bottom of the
car were placed two wheels over which the w ire ran, so that as
the car traveled the wire was lifted out of the V-shaped slots
and dropped into them again after passing. This arrangement
had been substituted for an overhead conductor, which was
first proposed. The car was equipped with a 3-hp motor and
could accommodate about five people. This plant ran for sev-
eral weeks with perfect success. The same year, during the
month of August, Mr. Van Depoele equipped an elevated rail-
560
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
way car at the Chicago Institute Fair. The cars were sus-
pended from the elevated structure instead of running upon it.
J. C. HENRY
C. J. VAN DEPOELE
of the following year the overhead trolley line, illustrated in
the accompanying engraving, was built. This line was 1 mile
in length, and the trolley pole, which was arranged
1 very similar to an old well sweep, was carried on top
of the car, the rails being used as a return. The
round trip was made in eight minutes, and during
the last five days of the Fair 50,000 people were car-
ried.
The first road operating several independent cars
I built by Mr. Van Depoele was at South Bend, Ind.,
where four ordinary cars, each equipped with a 5-hp
! motor, and one large car equipped with a 10-hp mo-
tor, were put in operation on Nov. 14, 1885. The
r track rails were bonded by copper plates 3 ins. x 12
ins., placed under the joints, and the rails were then
spiked down over the plates. The trolley wire was
34 m- in diameter, and the over-running trolley was
used, as in most of Mr. Van Depoele's work during
the following three or four years. The motors were
placed under the cars between the wheels and were
The motor was consequently 011 top of the car, and by means
of belting was connected with the car axles. The conductors,
of which there were two, one for each side of the circuit, were
carried directly over the car, and contact was made by brass
rollers pressing upward against the conductors. This line was
run for fifty days, or as long as the Exposition lasted.
In July, 1884, Mr. V an Depoele installed an exhibition line
about 3000 ft. in length at the Toronto Annual Exhibition,
where an underground conduit, consisting of a wooden box
fixed to the center of the track by means of iron brackets, was
used. The top of this box was slotted, and the edges of the
slot were protected by iron strips running its entire length to
prevent the wear of the wood. Inside and outside the wood of
the box was painted with asphalt. The conductors were car-
ried on opposite sides of the box, and current was taken by a
VAN DEPOELE RAILWAY AT DAYTON-18S8
plow, whose brushes made electrical contact with the conduc-
tors. The car was equipped with a 30-hp motor, drew
three cars and carried about 200 people at a trip. In the fall
CAR AT LIMA IN 1887, SHOWING MOTOR ON FRONT PLATFORM
connected to the axles by link belting. This
road was about 2j/2 miles in length. The
latter part of the year a line three-quar-
ters of a mile in length and with two
cars was put in operation at the New
Orleans Exposition. During the follow-
ing winter a 50-hp locomotive was put
in service on the Minneapolis, Lyndale & Min-
netonka Railway. This railroad was operated
by steam and the electric locomotive was in-
stalled to haul the passenger cars through the
streets where the use of steam power was not
permitted. As many as eight loaded cars were
hauled at one time up a grade of 3^ per cent,
making a total estimated weight of 91 tons.
Other lines built about this time were the
Windsor Electric Railway, of Windsor, Ont,
in the spring of 1886; the Detroit line, Ij4
miles in length, put in operation on Sept. 1,
1886, and the Montgomery, Ala., line, iy2 miles
in length, was put in operation early in 1887.
Lines were also built at Appleton, Wis.; Port
Huron, Mich. ; Scranton, Pa. ; Ansonia, Conn. ;
Dayton, Ohio, and other cities. The Ansonia
line and that at Dayton were equipped with the under-running,
trolley, and one of the accompanying illustrations shows the
form of pole used. The chief objection to this form of trol-
1
October 8, 1904.]
STREET RAILWAY JOURNAL.
56i
ley in the early days was the difficulty in making it stay on
the wire.
Associated with Mr. Van Depoele in a great deal of his early
work were several gentlemen who have ever since been con-
nected with the industry and are well known in electrical cir-
cles ; among them W. J. Clark, Elmer P. Morris and W. N.
Sheaff.
John C. Henry was another of the early inventors. In 1884-5,
Mr. Henry, who was then a resident of Kansas City, con-
structed there an electric
railway, using overhead
wires. In the fall of
1885 he made some ex-
periments in heavy elec-
tric railroading on a
branch of the Fort Scott
Steam Railroad, where
heavy freight cars were
operated. Mr. Henry
later, in 1886, equipped
the Kansas City Fifth
Street Railroad with his
street railway system.
Here he employed, it is
claimed, for the first time
the following features,
which are still in common
use : The trolley wires were of No. 1 hard-drawn copper, and
were supported centrally over the street from the insulators and
span wires to poles placed along the curb lines ; the trolley en-
gaged the sides and bottom of the wires, and was so held by
The pioneer work of Sidney H. Short should also be men-
tioned in this connection. Prof. Short, while vice-president
of the Denver University and professor of physics in that in-
stitution, became interested in electrical work, and in the spring
of 1885 constructed a short electric railway in Denver. The
s. H. SHORT
ONE OF THE EARLY SHORT-SERIES ROADS
track was made of T-rails laid on crossties, the two conductors
being supported on insulators between the rails. The car had
four wheels and a rigid truck ; the motor was geared with one
pinion and one gear to the axle. The car body was 8 ft. long,
and fitted with a rheostat lever and reversing lever. The suc-
cess of the road was so great that a party of capitalists induced
VAN DEPOELE RAILWAY IN JAMAICA, N. Y— 1887
spring pressure ; the current was supplied by compound-wound,
constant-potential dynamos; the motors were series-wound and
were journaled on the car axles at one end, the other end being
spring supported; the gearing was encased and ran in oil; the
practice of using two pairs of tapering brushes was discarded
and a single pair which abutted the commutator was substi-
tuted. An independent switch was added to reverse the motor
instead of shifting the brushes. In 1887 Mr. Henry removed to
San Diego, Cal., and constructed a number of electric roads,
one of which contained 9 per cent grades, which were sur-
mounted by his motors and trail cars with success. The sys-
tem of underground feeders was first introduced on one of
those roads.
POWER STATION AT JAMAICA— 1887
Mr. Short to give up his professorship and develop a street
railway system. The conduit system was adopted and 5 miles
of track were laid on Fifteenth Street in Denver, and operated
with considerable success. The difficulties with insulation in
the conduit in wet weather, and the imperfections of the early
types of motors and generators, led to electricity being finally
abandoned and the cable substituted. This was in turn given
up, and the road is again equipped with electricity, the over-
head trolley system being used.
Later. Mr. Short returned to Columbus, where, under the
firm name of S. H. Short & Company, a short line about 2l/2
miles in length, using the overhead system and series motors,
with the series system of distribution, was built. In 1888 Mr.
562
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
Short constructed another line on the overhead series system
in St. Louis. In June, 1889, he made Cleveland his home, and
organized the Short Electric Railway Company, with a capital
of $5,000,000. He was later chief engineer of the Walker Com-
pany, and some few years before his death moved to London,
where he became technical director of the English Electric
Manufacturing Company.
TWENTY YEARS OF CAR BUILDING
BY TOHN A. BRILL
TWENTY years ago — that
takes us back to the final
days of the horse car and
short era then commencing
of the cable car. Types and
methods of construction
of the horse car had long
been established and the
minimum weight of cars
for the maximum loads de-
termined. The art of car
building was so completely
developed by the genius
and energy of the fathers of the industry, chief of whom
were John Stephenson, J. M. Jones, F. W. Brownell and
J. G. Brill, that practically nothing has since been added to it.
The reduction of weight of the standard closed 16-ft. horse
car and gear and brake complete from 5700 lbs. to 4280 lbs.,
which was accomplished by Mr. Brill, well illustrates the re-
markable degree of excellence to which building was brought,
With the introduction of longer cars for cable and electric
roads, the size of framing material was increased about 25 per
cent. In the horse car the strains brought upon the upper
framing by stopping and starting were comparatively small,
while on cable and electric lines the strains are violent and
tend to loosen the whole upper structure.
In the first cars that were operated by electricity early in the
ONE OF THE FIRST ELECTRIC MOTOR CARS— MOTOR
ON PLATFORM
8o's, the motors were placed on the car floor, but that method
had to be abandoned, as the vibration racked the car severely.
The suspension of the motor from the car body by different
methods was also found to be impracticable, and eventually it
was supported upon an independent frame work connected with
the truck. The writer was the inventor and first constructor
of a truck of this character. The idea was not at once accepted,
but after many costly experiments, street railway men realized
that it was the only logical method of carrying the motor.
During the first years of electrical operation many of the old
A TYPICAL HORSE CAR OF TWENTY YEARS AGO
HORSE CAR TRANSFORMED FOR ELECTRIC SERVICE
for these cars frequently carried from seventy-five to one hun-
dred passengers, and were equal in durability to the heavier
cars.
Lightness was obtained by careful selection of material and
the placing of it together with the accuracy of the highest
class of carriage work. The posts were cut from wood selected
on account of the direction of the grain, and every particle of
strength used to the best advantage. This was necessary be-
cause of the almost complete absence of bracing. The influence
of this careful construction was altogether beneficial in its
effect upon building, developing habits of thoroughness and
care in details, which still obtains, and lightness of construc-
tion is as important as ever, for any unnecessary weight in-
creases the operating cost per car-mile. There is a fallacious
idea current among street railway men that cars should be as
heavy as possible to increase tractive force. That is entirely
a matter of motor equipment, the rating of which is figured
on the maximum load and not on the car running light.
horse cars were placed on motor trucks, traps cut in the floor
and the roofs strengthened for trolley poles. The new cars
were built 18 ft. over the bodies, and that was considered very
long. It was several years before they were again increased a
couple of feet, and 22-ft. bodies are of comparatively recent
date. The length of the bodies waited on the development of
the trucks. The discovery that the bounding motion, common
to single trucks, was the result of a rhythm set up in the coil
springs, led to the introduction of plate springs, which by their
slower action prevented, in a large measure, the oscillation and
permitted longer bodies to be used. With the lengthening of
cars the bottom framing required additional cross joists and
metal reinforcing, and still plates soon came to be a regular
part of the construction.
When longer cars requiring double trucks came into use, the
difficulty of carrying the bodies low enough to have the steps
of a convenient height confronted builders. After a long series
of experiments the maximum-traction truck, invented by the
October 8, 1904.]
STREET RAILWAY JOURNAL.
563
writer, was perfected, carrying the car body as low as a single
truck, and bringing the long city car into general use, so that
for a number of years comparatively few single-truck cars have
been used in city work. Many short cars were spliced together
and mounted on maximum-traction trucks — the trucks made
this possible. A large number of small roads went in for dou-
ble-truck cars when four-wheeled cars would have saved much
of the original outlay and reduced the cost of maintenance.
Coincident with the coming- into vogue of the double-truck
A MODERN TRANSVERSE AND LONGITUDINAL SEATING
ARRANGEMENT
car was the demand for a transverse seating arrangement — not
always wise when applied to the cars of busy city systems, for
such an arrangement, although providing a larger seating ca-
pacity and more comfortable seat, lessens the total capacity by
limiting the standing room and retarding the movement of
passengers in and out. Longitudinal seats for four or six
passengers each at the car corners are used to much advantage
with the transverse seating arrangement. With the view of
obtaining more aisle space a plan adopted on several large
roads has the transverse seats on one side and the longitudinal
seats running the full length of the car on the other side; but
as passengers prefer the transverse seats, these cars often run
with the load all on one side. A better arrangement is to have
the longitudinal seats extend half the length of the car, with
the transverse seats opposite, and the other half of the car with
A TYPE OF DOUBLE-DECK TRAILER CAR, FORMERLY USED IN
THIS COUNTRY
the same arrangement transposed; this balances the load and
accomplishes the same object.
Interurban traffic, which commenced seven or eight years
ago, enlarged the scope of electric car building, introducing a
number of features and methods of steam car construction.
This class of building, however, was developed from former
types of electric cars rather than adaptations from steam car
practice. There has been and still continues a tendency to con-
struct the bottom framing of interurban cars for a greater
horizontal strength than conditions require, adding an un-
necessary amount of weight, and not infrequently there has
been insufficient provision for vertical strain. This has been
shown by the early need of repairs, and in some cases the bot-
tom framing has required additional bracing and trussing. The
upper framing of the larger straight-sided cars is braced and
A GRIP CAR FOR CABLE SERVICE
trussed in the same manner as in steam car practice. Plates
are usually placed on the inside of the sills, and latterly, on
account of the long and heavy cars being built, a large amount
of reinforcing of the other members of the bottom framing by
plates and angle irons has been introduced. Many companies
have learned to their sorrow, and others are failing to profit by
their experience, that the cost of operating extremely large
and heavy cars is more than the business warrants, or that the
service is limited by using a few large cars when the same out-
lay for smaller cars would provide for a more frequent sched-
ule. There are many disastrous results of small roads emulat-
ing the example of the few extensive systems whose conditions
require large cars.
For cable traction, grip cars with trailers were chiefly used.
The grip cars were usually open and the operating mechanism
ENGLISH DOUBLE-DECK MOTOR CAR OF THE PRESENT
placed in the center of the car and direct connected with the
grip device. These cars commonly had longitudinal seats
placed back to back with space for the operator between and
transversely placed seats at either end. At first horse cars
were used as trailers, then followed cars of various types and
sizes to suit conditions, among them double-deckers, open cars
with seats facing outwardly, center vestibuled types and the
ordinary forms; usually these cars were mounted on double
trucks. The latter types for cable service carried their own
grip device, which was connected to operating mechanism
placed in the ends of the car. The center vestibule car con-
tinued to be considerably used, and another type which found
much favor was a car having open sections at either ends, with
seats facing outwardly and a place for the operator between
the backs.
When the electric car commenced to displace horse ami cable
564
STREET RAILWAY TOURNAL.
[Vol. XXIV. No. 15.
cars at the end of the 8o's, the types that came into general
use closely followed the closed and open standard forms of
horse cars. The double-decker that was formerly somewhat
used has gone entirely out of use in this country. Its continued
use in foreign countries is due to regulations requiring every
passenger to be seated, and also to speed restrictions. It will
pass out of use everywhere eventually on account of its slow-
INTERIOR OF A MODERN INTERURBAN CAR
ness. Cable service developed a few types which were suitable
for use on double trucks, and therefore were held in abeyance
until double-truck motor cars should be built. The first im-
portant additions made to closed cars were folding gates, and
in many cases vestibules with or without doors. The arrange-
ment of platforms has been given very careful attention by
builders and railway men, and every conceivable type thor-
oughly tried. For city service, vestibules with open sides have
been invariably used where the conditions permit. The pro-
tection which they afford increases the efficiency of motormen
and conductors. Passengers are also protected when entering
and leaving the car, and while the doors are open the car is
made less drafty. In cold climates the completely enclosed
vestibule early came into use, and with the growth of suburban
traffic in all climates this form of vestibule was universally
adopted. In interurban cars
the vestibule has been fre-
quently divided by a parti-
tion, which formed a cab for
the motorman at one side.
In some cases the partition
has been extended diagonal-
ly from the corner post of
the vestibule to the inside
post of the door, and the tri-
angular corner thus formed
occupied by the hand brake.
The standard size of
platforms is 4 ft. 8l/2 ins.,
measured from the body
over the crown piece. Of
late years, however, longer
platforms have come into
vogue for city and suburban service, some being even
as long as 6 ft. As a rule, long platforms are divided
transversely by a rail, which, in a large measure, pre-
vents the passengers who are standing on the plat-
form obstructing the passage from the door to the step. This
style is commonly known as the "Detroit" platform, and is in-
tended to increase the standing space of the car. Formerly
there was a good deal of criticism upon the method of support-
ing dropped platforms, and much of it was just. The best
method includes the use of angle-iron center knees extending
well back of the body bolster, and outside knees reinforced
with angle iron. By this arrangement ample support is given
to vestibules and long platforms.
Cars for interurban service have been usually built with a
baggage compartment fitted with folding seats for the use of
smokers, or with a smoking compartment. Extra long cars
occasionally have both baggage and smoking compartments,
and toilet rooms of standard steam car character are also gen-
erally included in cars for this form of service.
Except that it is longer and stronger, the open summer car
of to-day is identical with the open car formerly drawn by
horses. As a rule, open cars are built with bulkheads having
seats at either side, and occasionally light vestibules are in-
cluded. One variation from this type omits bulkheads and
uses heavy corner posts instead ; another has bulkheads, but
omits seats on the outside of the bulkheads, reserving this space
for the motorman. Open cars with center aisles and with or
without running boards date back to the horse car days and
continue to be used in a number of cities. The old longitudinal-
seated open car — the seats facing outwardly — has entirely gone
out of use because of its limited seating capacity and lack of
standing space. Except on maximum-traction trucks, long
double-truck open cars have been used to a very limited extent.
Mounting on maximum-traction trucks having 30-in. driving
wheels, brings the tread of the running board 18 ins. from the
rails, and the distance from running board to car floor, 15 ins.
Heights greater than these are manifestly unsafe, unless plat-
forms are used. The growth of amusement-park service, and
of summer-excursion service generally, has created a demand
for large open cars requiring double trucks capable of a four-
motor equipment per car. To meet this, the car known as the
"Narragansett" type was designed, which has a pair of steps
on either side, so arranged as not to exceed the width of a
standard single-step open car. The upper step is upon the mid-
dle web of Z-irons, which constitute the sills.
MODERN TYPES OF PLATFORMS
Cars having long platforms with seats thereon were consid-
erably used on cable roads, and have since been most widely
used on electric roads on the Pacific Coast. A form of this
car, known as the "California" type, is constructed with angle-
iron side sills, offset and prolonged to carry the platforms 8T/2
ins. lower than the floor of the closed part. This arrangement
relieves the body of the strain of the long platforms, and by
carrying the platforms low, the step heights are 14.3/2 ins. from
the rails to the running boards, and 12 ins. from running boards
to platforms. Large double-truck cars of this type, with plat-
October 8, 1904.]
STREET RAILWAY JOURNAL
565
forms flush with the floor of the body, have been used for
many years in the far West. They have been usually provided
with vestibuled ends, and the seats in the open parts are prop-
erly guarded at the sides to prevent accidents. The "Metro-
politan" combination car, so called because first designed and
largely used by the Metropolitan Street Railway of New York
City, is simply a closed car at one end and open at the other.
In New York every fourth car is one of this type, so that in
summer those who desire to ride in a closed car may be accom-
modated, and in winter the open part is usually well filled with
smokers.
From the early horse car days endeavors were made to
adapt cars for both summer and winter use, but, because of the
awkwardness of handling, lack of durability and unsightly ap-
pearance, none were successful. The nearest approach to suc-
cess in such a car was one having the windows and the upper
section of the side panels removable ; this system came into
favor in spite of several objectionable features. In 1898 the
Brill convertible car was put on the market, and lias grown
into considerable favor. It is a genuinely convertible car, be-
cause side entrances are provided, and also because it is self-
contained and capable of being rapidly converted by inexperi-
enced persons.
The most important type of all is the semi-convertible car,
because of its large field and adaptability to various conditions.
It is simply a car with the window spaces capable of being
made entirely free of the sashes. There are four methods of
accomplishing this : in the first the sashes are removed bodily
from the car, the second has pockets for the sashes in the side
walls, the third has wall pockets for the large sash and the
small upper sash is raised into a recess back of the latter board,
and the fourth arrangement is the storage of both sashes in
pockets in the side roofs.
A combination of the convertible and semi-convertible roof
window storage types has recently been built for systems where
the cars run in one direction. The arrangement provides more
transverse seating space than is obtainable in a convertible car,
and by closing one side entirely reduces the liability to acci-
dents. One of the cars of this type was built for trailer service
and furnished with a center vestibule. The advantage of the
center vestibule are such that it will probably be considerably
used in the future, especially in the trailer service, which is
coming into vogue again. A larger seating area is provided,
and by dividing the car, one compartment may be used for
smokers, and the car is less subject to drafts in winter than the
ordinary style.
TWENTY YEARS' DEVELOPMENT IN STEAM-ENGINE
PRACTICE
With Special Reference to Electric Traction
BY EDWIN H. SNIFFIN
IN a retrospect of two decades, we discern in the steam-
engine practice of that period a constructive growth great
in its proportions and far-reaching in its effect ; a growth
dominated throughout by commercial considerations, and in
this sense symbolical of the contemporary advance of a dis-
tinctively material age.
The development during this period has been confined for
the most part to mechanical improvements, refinements of de-
sign and construction ; in a word, to the adaptation on a vast
scale of pioneer thought and achievement to modern exacting
demands. If we except the steam turbine, to which reference
will be made later, there have been, within the time of which
we are treating, no discoveries or inventions to mark a radical
departure either in the engine itself or in its method of utilizing
the heat energy of steam. The engine has grown bigger and
better, but fundamentally remains unchanged.
The period of joo years precedent to 1884 had yielded the
heritage of established laws and mechanical principles. Watt
had, in 1784, converted the atmospheric engine into the double-
acting engine, with steam-jacketed cylinder, separate boiler,
individual condenser and air pump, fly-wheel, governor,
throttle valve and automatic cut-off valve gear. Twenty years
later the principle of compounding was introduced by Wolff.
The names of Davy (1812), Joule (1843), and Rowland (1880),
mark the determination of the mechanical equivalent of heat.
Carnot and Clausius (1850) elucidated the theory of heat.
Regnault (1847) determined the physical properties of satu-
rated and superheated steam. Hirn (1870) gave us the
thermodynamic analysis of the engine, and Rankine from 1849
contributed his prolific work. The nineteenth century wit-
nessed in succession the Wolff or non-receiver type, later the
receiver type, the application of the steam engine to locomo-
tive and marine work, the slide valve, the Corliss and the so-
called high-speed types, both simple and double-acting.
Watt's original simple D slide valve had been successively
modified into the balanced valve, the double-ported balanced
valve, single and double-ported piston valves ; the Meyer ad-
justable cut-off; the various forms of riding cut-off valves; the
detachable or drop cut-off, applied by Sickles to marine work,
and later by Corliss ; the rocking valve and wrist motion gear
of Corliss, and the various four-valve arrangements. The
original unweighted fly-ball or pendulum governor of Watt's
invention had been modified into the weighted fly-ball gov-
ernor, and later into the spring-weighted governor, generally
adopted with slow-speed Corliss gears. With the high-speed
engine came the centrifugal shaft governor, and later the in-
ertia type. These successive discoveries and developments
resulted in the types of engine which had come into use for
general power work and later for electric lighting.
The inauguration of electric traction service, therefore,
found available engines fairly well suited to its initial demands
and imposed no immediate conditions which they could not
meet. Steam pressures were low. Units were small and re-
finements of economy and regulation were not yet understood
or sought. The adaptation of electric apparatus to the new
service was at this time the subject of transcendent impor-
tance, the engine being of comparatively minor concern. The
generators were direct current, high speed and universally
belt driven.
The first distinguishing step toward improvement lay in es-
tablishing a closer relationship between engine and generator,
and the elimination of belts and shafting, with their attending
objections. This led to the direct-connected generator, first
of the high speed and later of the moderate speed type. En-
gine construction was modified to meet it, various ingenious
methods of flexible connection being first devised, and later,
with improved shaft and bearing construction, the engine shaft
was extended to accommodate the revolving generator element.
The sudden and wide fluctuations of load required engines of
heavier proportions, resulting in many improvements in me-
chanical detail and engines of better general design. During
the ensuing period of urban service the problems were less
those of design than of application. The relation of engine
indicated horse-power to boiler horse-power, and to kilowatt
rating, all in turn relating to the character of station output,
were among the more imperative considerations. Engineering
566
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
inquiry was directed less critically, perhaps, to the individual
feature of steam plant design than to the harmonizing of the
component parts, bringing each factor into its proper relative
proportion. The lesson was learned that a plant composed of
good units was not necessarily a good plant ; that the misap-
plication of unrelated features — however meritorious in them-
selves— produced poor results. Out of this experience came
the systematic correlation of the various elements into well-
balanced unity and the establishment of the principles of
station design. Meanwhile, simple engines had grown into
the multiple expansion types. Steam pressure had risen,
vacuum came into more general use and economy was more
definitely and insistently sought.
The era of consolidation brought new standards. Sizes in-
creased by leaps and bounds. Long-distance transmission
established alternating current, and the engine builder was
confronted with the perplexities of operating enormous re-
ciprocating and revolving masses, not only with safety, but
with extreme nicety. Apart from the problems of size alone,
still higher pressures and greater temperatures were to be met;
the maximum uniformity of crank effort was required ; com-
pactness was necessary; efficiency of great importance, and the
general service conditions more exacting and arduous than
ever before. Withal, there seems to have been, in the growth
of the steam engine, prompt response to the successive de-
mands upon it, even if it to-day seem to have reached its
functional maturity. The problems have softened into those
of selection.
Contributary to this progress have been the marked advance
in metallurgical processes and methods and the great improve-
ments in machine tools. The one has produced the proper
character and requisite uniformity of materials; the other has
rendered possible the working of these materials. The strides
of twenty years in engine building had not been possible with-
out the development of these co-ordinate branches.
With the appearance of the steam turbine, we find the first
radical departure in the character of our prime mover, and
with it the departure of many limitations previously insur-
mountable. Under the refining influence of extended prac-
tice, steam plant wastes have been, by every known device and
expedient, reduced to the mimimum point. But with all care
and ingenuity there remain the abnormal interest and main-
tenance charges inherently attributable not to the defects but
to the character of our reciprocating units. The marked in-
terest which the turbine has created, and its prompt adoption,
are evidently due, not to its high steam efficiency, but to its
evident commercial efficiency. We see the cost of land, build-
ing and foundations reduced. We note in contrast its great
simplicity and evident small cost of repair and attendance.
We find its first cost comparatively low. We discover its econ-
omy to be less dependent upon size or upon character of load,
and therefore giving greater flexibility of operation. We ob-
serve that it takes but little oil, and that, with no cylinder
lubrication, its exhaust is pure and available for reuse. We
conclude, in a word, that within its general character are com-
prehended a number of attributes that will mark new com-
mercial standards in power plant design and operation.
The steam engine is a subject of intense practicality, and
its growth and success have drawn from its votaries the most
that human effort could yield. But if the path has been de-
vious and the barriers high, achievement has been the recom-
pense. We may be privileged to suppose that the prime
mover, whatever its form, will in the future, as in the past, be
equal to the demands upon it.
SOME PERSONAL EXPERIENCES
BY FRANK J. SPRAGUE
A REMINISCENT period is that
when a paper celebrates the com-
pletion of its first score of years,
especially when it has done yeo-
man's work for the promotion of
an industry it so fitly represents
— that of electric transportation.
And so we, whose hands it has
upheld, must respond when called
upon to tell of some of the mile-
stones we have passed. But I will
go back to an earlier date than
the birth of the Street Railway Journal, and I find myself, in
June, 1878, on my way from the United States Naval Academy
at Annapolis, where, under the late Admiral Sampson, I had
imbibed some of my earlier scientific training and love for elec-
tricity, my head filled with many ideas which I thought might
bring fame and fortune. Menlo Park was my immediate des-
tination, and my object to see Mr. Edison and show him a new
invention in telephony. Despite the fact that I was a stranger,
a kindly reception immediately put me at ease, and a candid
criticism, illustrated by a sketch of an alternative scheme, was
emphasized when, to more fully satisfy me, I was told to go
to the laboratory and experiment for myself.
Before long I was diverted from the paths of invention and
suddenly recalled to the duties of my profession by orders to
the U. S. S. "Richmond," shortly to sail for the Asiatic squad-
ron, that cruise taking me around the world. For a part of the
time I acted as special correspondent for the Boston "Herald,"
to record the doings of Gen. Grant and the receptions given to
him after he had joined our flagship in Eastern waters. But
electricity had taken such a hold of my fancy that all during
the cruise my messmates were made unwilling victims to listen
to explanations of various inventions and to subscribe as wit-
nesses to their understanding of them. Orders for home for
examination in the spring of 1880 were very welcome, and the
short interval of leave was occupied with attempts to have
built a possibly ingenious but impossible sort of motor, the cost
of which was prohibitive to my slender income.
Ordered in the fall to the training ship "Minnesota," I found
teaching the young idea how to shoot, reef sails and tie knots
anything but agreeable work, and both at the Navy Yard in
Brooklyn, and later at Newport, I improved every opportunity
to put my ideas in metal.
About this time Edison's work with the incandescent lamp
was becoming prominent, and with a great aversion to the
antiquated methods of lighting aboard our men-of-war, I es-
sayed to make a demonstration of the advantages of the use of
electricity on board ship. To that end I proposed to appro-
priate an old single-cylinder fly-wheel pump, apparently but
little used, and to belt it to an Edison "Z" dynamo. When I
sought the loan of the machine Edison's answer was very char-
acteristic and illustrative of his hard practical sense, for his
refusal was accompanied with the explanation that the motion
of the pump engine would be so irregular as to cause flickering
of the lights and their certain rejection, thus retarding instead
of advancing the introduction of the light on board men-of-war.
At the Stevens Institute shops and the Navy Yard ma-
chine shop arc lamps and continuous current machines with-
out commutators were among my earlier and more hopeful at-
October 8, 1904.]
STREET RAILWAY JOURNAL.
567
tempts at construction, and equally disastrous ; but by the time
I had arrived in Newport, and had the benefit of association
with Prof. Moses G. Farmer, then Government electrician, my
ideas had crystallized into something more tangible and possi-
ble, and a double-wound armature, with internal field, the sev-
eral circuits connected to a switch to give various series and
parallel combinations, was constructed.
It was at this time, early in 1881, that while watching the
action of a large induction coil I conceived the idea of its re-
versibility, and suggested connecting the high-tension coil to a
balloon and the ground, and in case of discharge to get larger
currents of low potential from the primary without the circuit
breaker. Impractical ? Yes, but how near the modern trans-
former when the oscillating character of the discharge is re-
membered.
About this time the Paris Exhibition was being organized,
and always believing that it was worth while to ask for any-
thing one much wanted (if it be right), I sought orders as
assistant to the officer detailed for duty there, only to be re-
fused, but to have, by chance, an alternative pointed out — to get
orders to the "Lancaster," soon then to leave for duty as flag-
ship on the Mediterranean squadron, with leave, at my own
expense, upon my arrival abroad.
Armed with a letter from Prof. Farmer and Lieut. -Com-
mander Caldwell, in charge of the equipment at Newport, I
obtained the coveted orders, the beginning of the end of
my naval career. There being the usual delay in get-
ting away, I soon occupied myself with schemes for installing
a system of bells on board ship, and this kept me busy until our
arrival out. Candor compels me to admit that neither material
nor workmanship was up to modern standards, and before long
it was a question whether the captain was calling the first lieu-
tenant or the cook.
Owing to our delay in arriving I found the exhibition closed,
but another was to be opened the beginning of the following
year at the Crystal Palace at Sydenham, England, so I ap-
plied, with whatever eloquence I could command, for orders
there. After a long period of suspense, approaching the end
of my leave as well as my pocketbook, I was finally made happy
by their receipt, and landed in England with a capital of $20
and a fund of youthful confidence. The kindly offices of the
United States despatch agent saved me from my embarrass-
ment of riches, and presenting myself to the necessary officials,
I was made a member of the Jury of Awards, being at my re-
quest put on that section having to do with dynamo-electric
machinery. Among my confreres were many men of science
whose names have become of world renown, among them Prof.
Fleming Jenkin, of Edinburgh University, inventor of telpher-
age ; Capt. Abney, the great photographic expert ; Prof. Adams,
of the Wheatstone Laboratory, King's College, brother of
Charles Adams, one of the mathematical discoverers of Nep-
tune ; Horace Darwin, son of the great naturalist ; Prof. Frank-
land, C. E. Spagnoletti and others. On motion of Prof. Jenkin,
I— being the youngest member present — was made secretary.
I promptly decided to improve the occasion by getting my
orders extended, and organized a series of tests of dynamos,
incandescent lamps and gas engines, the most comprehensive
which had up to that time been undertaken.
In the entire exhibition there was nothing which so impressed
me as Edison's work, and in connection with this I was brought
into contact with E. H. Johnson, whose buoyant belief in the
work of his principal, coupled with my admiration for what
had been accomplished, made me an ardent convert to the
Edison system. My interest in this, the conducting of the ex-
perimental work for the jury, extending as it did after the
close of the exhibition, and the preparation of a report led to a
very liberal interpretation of my orders, and it was with some-
thing of a shock that I received a sharp reminder from the
Navy Department, with imperative orders to at once rejoin my
ship at Naples, where I went with visions of court-martial and
possible ultimate disgrace. Fortunately, however, the explana-
tion which I had sent to the department, supported by a letter
from Prof. Adams, proved satisfactory, and I received permis-
sion to remain in London, but as funds were still anything but
plentiful, I decided to complete my work on board ship. The
filing of the report was followed by a letter of commendation
from the Secretary, and its publication by the Bureau of Naval
Intelligence.
It was evident, however, that ship life in time of peace would
always prove irksome, and my love for electricity was growing
apace. So when the cruise took us back to the English Channel
in the spring of 1883, I passed my examination for ensign on
board ship, and having received an offer from Johnson to
go into Mr. Edison's employ, I applied for a year's leave and
resigned.
I almost immediately reported upon the three-wire system of
distribution, invented independently and almost simultaneously
by Edison and Dr. John Hopkinson, and also tested the "Man-
chester" dynamo, the first machine built under the direction of
Hopkinson to improve upon the old Edison long core "Z."
It was while thus abroad, in 1882, that I was required to
travel much upon the underground railway in London, and my
attention having been called to the possibilities of electric rail-
ways, I was so greatly impressed with the special desirability
of operating that particular road that I seriously contemplated
resigning from the navy and remaining in London to see if it
were not possible to effect this result. The plan of distribution
which ultimately seemed most feasible, especially in view of
the multiplicity of tracks and switches at stations like the
Kensington, was to consider a train as traveling between two
planes, making upper and lower contact with them, these planes
being the termini of a constant potential system of distribu-
tion, one to be replaced, in practice, by the running tracks,
switches and sidings, and the other by a center overhead rail
following the central lines of all tracks and switches, contact
being made on the one by the wheels and with the other by a
universal spring supported device. This may be fairly con-
sidered as one of the early forerunners of the modern trolley.
May of 1883 found me back in the United States, and my
first interview with Mr. Edison as my employer. I was soon
sent with W. S. Andrews to Sunbury, Pa., to get ready the
first overhead three-wire plant. To me getting ready meant
trial as well, and so the night before the Fourth of July an
Armington-Sims high-speed engine was started and current
was delivered to the line. Sight feed oil cups were then some-
thing of a novelty, and having run some hours with little or
no oil, we managed to burn out the babbitts, and despite diligent
scraping by a local machinist, Mr. Edison when he arrived
the next morning with his secretary and chief engineer found
a badly pounding engine. I pass by the comments excited by
my assumption of responsibility, but the plant continued to run.
For a time, however, I was not in entire favor with the
"construction department," which was then busily engaged in
laying out small models of the assumed lighting requirements
of various towns and trying to determine the proper size of
mains and feeders. It was tedious and unsatisfactory work,
and at the instance of Johnson, I took up the question of the
mathematical determination of (lie necessary elements. My
568
Naval Academy training stood me in good stead here, and I had
soon found a plan by means of which all the determinations
could be made in a few hours, and although the summer was
spent in charge of the first underground three-wire station
at Brockton, Mass., I was still employed in distribution cal-
culations.
By this time I began to foresee the possibilities of stationary
motor work, and began the construction of a sectional field
motor. Some time after, Mr. Edison asked me to take up
calculations in the matter of long distance transmission of
power. I declined in a long letter citing my personal ambi-
tions which was replied to by a short note to the effect that
as the construction department was about to be given up I
would better resign. So I did, and with Mr. Johnson's encour-
agement organized the Sprague Electric Railway & Motor
Company. A curious company this — purely a paper one for a
long time, of $100,000 nominal capital, of which sixteen shares
FARLY SPRAGUE ROAD AT LAFAYETTE
were sold for cash and the balance issued to me under a con-
tract by which I undertook to turn over inventions, and also to
be vice-president and general manager, and about 'everything
else that a company can employ. My self-imposed duties made
me treasurer, salesman, electrician, wireman and book-
keeper, and, in addition, I was to pay myself $2,500 per year
salary. To meet the requirements of this contract I promptly
agreed with Johnson that he was to advance a certain amount
of money for a certain percentage of my interest, and for a
further advance to receive an additional interest. This latter
agreement, although never signed, was faithfully lived up to
by both parties.
The Philadelphia Exhibition in the fall of 1884 was an op-
portunity to exhibit quite a variety of motors, among others
constant-speed motors with differential fields and fixed points
of commutation, concerning the principles of which I was
shortly involved in a discussion with English scientists. The
business of the company for the first two years was the con-
struction and installation of stationary motors, principally for
use on Edison constant-potential circuits, 250 of them being in
that time put in operation. Prior to this, with the exception
of the pioneer work which had been done by Mr. Daft, there
were few motors applied to industrial purposes other than the
small ones used for sewing machines and similar work, and so
necessary was public education that in the first catalogues pub-
lished by the Sprague Company, the number, owner, locality
and duty, followed by statements from the users, identified
every machine which had been put out.
Meanwhile my interest in the electric railway problem had
become active, and after a study of the movement of trains
and the conditions of operation upon the Manhattan Elevated,
T schemed out a system, and in December of 1885 read a
[Vol. XXIV. No. 15.
paper before the Society of Arts in Boston, advocating an
equipment with motors under each car, and using shunt-wound
machines to enable current to be returned to the line when de-
creasing from the higher to more moderate speeds. The con-
struction of motors was also begun at the Brown & Sharpe
Company in Providence, and at the Edison Machine Works
in New York.
About this time the Electric Railway Company of the United
States, representing the combination of the Field and Edison
interests, had leased a portion of the Durant Sugar Refinery in
East Twenty-Fourth Street, New York, and installed a battery
of five or six Edison machines, coupled up in series to get 600
volts potential, and laid a track between the walls of two adja-
cent buildings. The work of that company for the time being
suspended, Mr. Johnson made arrangements for the prosecution
of my own experiments in the same place. I soon had two mo-
tors mounted on an elevated railway truck and put under a
flat-bottomed car, with which a number of demonstrations
were made — visited at various times by the Field and Gould in-
terests and others connected with the elevated railway. Too
much confidence may have been the indirect cause of subse-
quent lack of interest by the owners of that road, for on one
occasion when Mr. Jay Gould was standing on the car I at-
tempted a somewhat unusual rapidity of control, with the result
of failure of the safety catch, much to his alarm, and the ex-
planation of its purpose apparently was not sufficient to recon-
cile in his mind the idea of safety and a small electric volcano.
At least, neither then, nor in the experiments which followed,
was he apparently ever again interested.
Somewhat satisfied with the results achieved, however, I was
one day sitting in the office at 65 Fifth Avenue when Superin-
tendent Chinnock, of the Edison station in New York, brought
a proposition to buy a sixth of my interest for $30,000; his
arguments were unanswerable, but his surprise and methods of
criticism somewhat uncomplimentary when I declined the offer,
although at the time I probably did not have enough to pay my
board bill for a month. Having gone off for a short rest, I was
one Friday summoned to New York by a telegram from John-
son saying that he had promised Cyrus Field that on the fol-
lowing Tuesday he would show an electric car in operation on
the elevated railroad. How we got together car body, truck
and machines and completed a regulator, in face of a strike,
and assembled them all by Monday night on the elevated rail-
road, is more than I can at present tell, but that night found
me with my faithful assistants, McPherson and Crawford, by
candle light making all the connections necessary to operate
two machines at 600 volts potential by duplicate switches at
each end of the car, and to brake the car as well, with
no way way of testing the apparatus or to ascertain the
correctness of any connection. At 1 o'clock the next day
there was an expectant crowd on the Thirty-Fourth Street
platform, among whom were many men of prominence. While
waiting for current half an hour passed with no evidence of
"anything doing," save under my breath, and there Johnson
was the object of many an earnest anathema for his strenuosity,
for I did not know whether either machine would turn over,
or whether, if they did so, they would operate alike — in short,
everything was in the air. Finally, when current was put on
the line I first tried one machine and then the other, but with
no movement in response. Finally, in sheer desperation, I
threw both machines into circuit, moved the regulator, and
the car responded perfectly. For two hours every feat which
could be tried with the machines was attempted without a
failure. It was with something of relief that I finally saw the
STREET RAILWAY JOURNAL.
October 8, 1904.
STREET RAILWAY JOURNAL.
569
car deserted, and, exhausted by the exciting experiences
through which I had passed, I sat pondering over the day's
results, when Chinnock again came to me, apparently much
impressed with what he had seen, and this time offered $25,000
for a one-twelfth interest. I did not much care one way or
the other, but he finally got it, and a few weeks later the other
twelfth went to some one else for $26,250.
The result of the day's work determined Johnson and me to
continue the experiments, and they were not terminated until
December of that year; but in all those months, so far as I
remember, not a director or stockholder of the Manhattan road
ever took the slightest interest in what was being done.
During the summer the first pair of motors was supplemented
by a second set, and in addition to metal resistances water
rheostats were also tried.
The machines used on these experiments may be termed the
parent models of the modern railway motor. They were cen-
tered through brackets on the driving axles and suspended at
the free end by springs from the transom, the elliptic springs
being interposed between this support and the car body. The
motors were single-geared to the axles, had one set of tilting
brushes, were run open, and they were used not only for pro-
pelling the car but for braking it. At first shunt wound, in-
crease of speed being first accomplished by cutting out arma-
ture resistance and then inserting the resistance in the field,
there was added later a correcting coil in series with the arma-
ture at right angles to the normal field to prevent shifting at
the neutral point.
One of the motors was put into service at the East Boston
Sugar Refinery, the current being supplied from a trolley car-
ried on an overhead wire, and is, or at least was a few months
ago, still in existence. Two others, with Pat O'Shaughnessy
and me at the helm, operated a snow sweeper and ice cutter on
the Alston division of the West End Railway Company in
of motor finally used in Richmond, one earlier form being used
in Julien storage-battery experiments in Philadelphia, and
others in New York and Boston.
A paragraph in the New York "Sun" about August, 1887,
seems curious reading to-day. It was in part as follows:
"ELECTRICITY UN WHEELS
They tried an electric car on Fourth Avenue yesterday. It cre-
ated an amount of surprise and consternation from Thirty-Second
Street to 117th Street that was something like that caused by the
THE FIRST SPRAGUE ROAD IN NEW ENGLAND, AT THE BOSTON SUGAR REFINERY
Boston, in 1888, but have gone the ultimate way of all good
motors.
Like the others who had attempted work on the Manhattan, I
was evidently ahead of the times, although I was not sufficiently
discouraged but that I immediately began the construction, on
the suggestion of J. II. Vail, of a locomotive car to be equipped
with four 75-hp motors, each with double armatures. But the
elevated field offering little of promise, I soon turned my atten-
tion to 1 ram way work, and began the development of the type
EARLY SPRAGUE ROAD AT SALEM, MASS.
first steamboat on the Hudson. Small boys yelled 'dynamite' and
'rats,' and made similar appreciative remarks until they were
hoarse. Newly appointed policemen debated arresting it, but went
no further. The car horses which were met on the other track
kicked without exception, as was natural, over an invention which
threatens to relegate them to a sausage factory."
In the calendar of the electric railway 1887 marked an
epoch, for although in 1879, at the Berlin Exposition, Messrs.
Siemens & Halske had constructed a short line, which was
followed by other exhibitions, and a one-car line at Lichter-
felde in 1881, the succeeding six years found the art still essen-
tially in an experimental and
chaotic condition, while
throughout the world, includ-
ing every kind of equipment,
there were fewer than a score
of installations, three-score
miles of track, and about one
hundred motors and motor
cars. The roads, however,
were limited in character,
varied in motor equipment
and power distribution, and
presented no acceptable type
or comprehensiveness of de-
sign sufficient to overcome
the prejudices of those inter-
ested in transportation, or to
command the confidence of
capital. But the work of
many inventors — Siemens,
Edison, Field, Daft, Van
Depoele and others — as well as the developments taking-
place in the distribution of power and the application
of electricity to stationary motor works and the recog-
nized needs of transportation had brought about a con-
dition ripe for a great development. The interest of my asso-
ciates and myself was keenly aroused, and the actual success
of the experiments on the elevated railroad and with storage-
battery equipments, and in the installation of stationary mo-
tors, had begot a confidence in undertaking the larger problem.
57o
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
The first tramway contract by the Sprague Company was one
at St. Joseph, Mo., which was followed almost immediately by
one with the New York syndicate which had secured the rights
for installing an electric railway in the city of Richmond, Va.
This latter contract was for a road the rails of which were not
yet laid, and included a complete generating station, the erec-
tion of overhead lines and feeders, and the equipment of forty
cars each with two 7^2-hp motors, on plans largely new and
untried. The road presented conditions of length, curves, char-
acter of roadbed and number of cars to be operated, which, if
EARLY SPRAGUE ROAD AT EAST CLEVELAND
successfully overcome, would mark a new era in electric trac-
tion, and hence our ambition. There were 12 miles of track,
twenty-nine curves, with a maximum grade of 10 per cent, and
a foundation of Virginia clay. The contract was one which
ordinarily no sane man would make, for we undertook to erect
the complete equipment in a period of ninety days, for which
we were to receive $110,000 in cash, "if satisfactory." The
Sprague Company had managed to fortify itself with some
capital, and I was fortunate enough to have the hearty co-
operation of Mr. Johnson and Mr. Harding, as well as the
technical assistance of Lieut. Oscar T. Crosby and Ensign S.
Dana Greene, who resigned, respectively, from the army and
navy to cast their lot with the new development. Typhoid
fever took me out of the active direction of the work for a
period of two months, and left the brunt of it upon my asso-
ciates, but on my return I had the satisfaction of seeing
Dave Mason run a car on the track at St. Joseph, Mo., in
August, 1887, and soon thereafter active progress toward equip-
ment at Richmond. Experimental running was begun there
toward the latter part of the year, and in February, 1888, the
road was put into commercial operation. The trials and dis-
appointments, the alternate successes and failures, the hopes
and fears which went with this road have been often told. This
original equipment long ago served its purpose, and was re-
placed by more modern and powerful apparatus, but Richmond,
by common consent, stands as that pioneer road which more
than any other was influential in creating the industry of the
electric railway as it stands to-day.
Briefly summarized, its general features were as follows :
Distribution by single overhead line over the center of the
track, reinforced by a continuous main conductor, supplied in
turn at distributing centers by feeders from a constant poten-
tial plant operated at about 450 volts. The tracks were rein-
forced and grounded, and constituted the return. The current
was taken from the overhead line, at first by contacts pressed
vertically upwards, and subsequently by a trolley wheel car-
ried on a pole over the center of the car and having universal
movement. There were two motors on each car, centered on
the axles, and flexibly supported at their free ends. The gear-
ing was at first single, and then double reduction. The motors
were therefore individually free to follow variations of axle
movements, and yet maintain at all times absolute parallelism
of armature shafts with car axles and a yielding touch upon
the gears. All the weight of the car was available for traction,
and it could be operated in either direction from either end.
The controlling system was at first by graded resistances
through variation of field coils, and also by series-parallel con-
trol of armatures with a separate switch. Fixed brushes were
used for both directions of movement — at first laminated ones
at an angle, and later solid end-on metallic ones, replaced on the
new equipments by carbon, as originally adopted by VanDepoele.
The fate of the Richmond road, both technically and finan-
cially, lay for a long time in the balance. The road cost at
least $150,000, and the company got in the end about $80,000,
all essentials being time and again rebuilt. During the
progress of this installation the Van Depoele Company was
offered to me by William J. Clark, but partly because of con-
fidence in my own work, as well as lack of appreciation of what
Van Depoele was doing — to say nothing of the need for
every dollar we had to carry out work already taxing our re-
sources to the limit — it was not long considered, and shortly
afterward fell into the hands of the Thomson-Houston Com-
pany, which had only a short time previously entered the rail-
way field. The rivalry of these two companies is something
well remembered by all engaged in active work at that time,
but it had one good result in that it put the engineers of the
companies on their mettle to build the best they knew, and the
virtues of the electric railway were sounded in the ears of
every transportation man alive. Few industrial developments
have been so rapid and have had results so marked as that of
the electric railway, and it would be idle to predict its ultimate
limitations.
The Sprague Electric Railway & Motor Company, although
operating a small factory, depended largely upon the contracts
made with the Edison General Electric Company for its equip-
ments, a result hardly satisfactory to either party ; but for the
time being this seemed to be the only possible arrangement be-
cause of certain official relations which existed, and because the
growth of the business was so rapid that even the increased
capital of the Sprague Company was not able to take care of it,
even without the additional burden of maintaining a large fac-
tory. This need of capital continued, and a considerable sum
was supplied by the Edison Company when it saw the great
future of the electric railway. The natural consequence, in a
short time, was the absorption of the Sprague Company, and
the end of its independent existence.
Looking back, I cannot even now think that this was the
best outcome for those identified with it or for the art, for soon
afterward it was given out that the overhead system, especially
in the larger towns and cities, would largely be supplanted by a
system of supply through the running rails at very low poten-
tial, on a plan devised by Mr. Edison, and radical departures
were attempted in motor construction. For personal reasons
the Sprague name was drastically wiped off from every piece
of apparatus and another substituted for it, while men who had
been largely active in the creation of the industry were thrust
aside. A wiser policy and better management on the part of the
Thomson-Houston Company, and activity on the part of the
Westinghouse Company through some of the men who had
helped create the commercial business of the Sprague Com-
pany, quickly won a foothold which made the fight for business
a keen and bitter one, and to a certain extent for the Edison
Company a losing one. The position of the latter company in
October 8, 1904.]
STREET RAILWAY JOURNAL.
57i
the incandescent lighting field, however, was strong, and there
soon followed a combination by which the Thomson-Houston
interests became more influential in a new company, the Gen-
eral Electric.
The experience was for me a bitter one, but I soon under-
took, with Charles Pratt, the experimental development of a
high-speed screw electric elevator, and then of the elevator in
various forms. Hard as was the Richmond work, I was
not quite prepared for the variety of difficulties, both technical
and business, that confronted me when I undertook to overturn
the hydraulic elevator industry, firmly established as it had
become in the minds of conservative capital, and promoted by
what was practically a number of close corporations working
in harmony — or, if not in harmony, at least all against the de-
velopment which I undertook.
But a new organization, the Sprague Electric Elevator Com-
pany, took up the work after I had made an experimental
demonstration in a loft in New York City, and at a small hotel,
where the first installation, somewhat modified, is still in opera-
tion. But it was some time after that I made the really first
important contract — that for six elevators at the Postal Tele-
graph Building, where in George Harding, the architect, and
John Mackay, the owner, I found liberality of view and courage
of conviction enough to accept my offer to install the plant on
condition that if it should prove unsuccessful I would replace
it with any type of hydraulic equipment which they might
select. This Postal Telegraph experience was a somewhat
wakeful one also, for every machine had to be rebuilt while in
operation, and for weeks it was doubtful whether the outcome
would be a success. It was really the beginning, on any scale,
of pilot control of large electrical apparatus now so widely
used, and in one sense the beginning of the multiple-unit
system, for having interconnected the controlling circuits in
the basement, with provision to throw any or all machines on
to a common master switch, I undertook one day to run a num-
ber of elevators simultaneously from one controller. The re-
sult may be imagined, for on account of the lack of automatic
control of current input or speed of main controllers, I soon
had the battery of elevators executing a series of terpsichorean
feats the like of which has probably never been seen.
The elevator contest with the Otis, Crane, Whittier and other
companies was carried on with a vigor worthy perhaps of a
better cause, and extended from one end of the country to the
other, until the whole business was in a more or less demor-
alized condition, boding no good to any one. The result was
the usual one — the separation of the elevator business and the
turning of it over to an alliance of interests.
Meanwhile, although out of electric railway manufacturing,
and having no voice in its management, my interest was by
110 means ended, and I took up cudgels in favor of under-
ground rapid transit in New York City, based upon elec-
tric operation. About this time (1890-91) the Board of Rapid
Transit Commissioners of New York was considering tenta-
tively various plans, but it seemed to me more than anything
else possible extensions of privileges to the Manhattan
Elevated, or the construction of other elevated or viaduct
lines. I was a believer in the Greathead system of tunneling,
but more than anything else in the ultimate supremacy of elec-
tric operation, and the vital necessity of determining the ele-
ment of motive power before any other affirmative conclusion
whatever was reached. This conviction T voiced in a long
interview in the "Commercial Advertiser," Feb. 16, 1891, in
which T advocated a four-track independent way and express
tunnel service, and added that the use of electricity as a motive
should be a sine qua noii, and that this agent being capable of
satisfying in the highest degree the most exacting demands of
service, the system should be planned with special reference
to its use.
On March 15, in the same year, I addressed a letter to the
Rapid Transit Commission, of which Wm. Steinway was then
chairman, setting forth my views on the requirements for un-
derground electric traction for New York City, advocating
first, an underground system of tubular construction, and sec-
ond, the adoption of electricity as a motive power. In order
EARLY SPRAGUE ROAD AT CINCINNATI
to emphasize my views, I closed with the following statement:
"I repeat, there need be no hesitation on the part of your Board
on the question of electric traction because of any apprehension
that the electric motor development will be found wanting when
demanded.
"On the City & South London Road the entire central station
and electric equipment was finished before the tunnel was ready
for use, notwithstanding the fact that when the tunnel was
originally designed a cable was intended for the motive power.
"But I will go further than mere assertion that the required de-
velopment will take place, and I will, so far as may be, determine
the matter by reference to that criterion which alone governs
almost all decisions of this character, the possibly hard, but the
entirely just one, of dollars and cents, for I am ready, if a rapid
transit system be adopted requiring the use of the electric motor,
to undertake the entire contract for the necessary steam and elec-
trical equipment for not less than fifty way and express trains
operated as I have outlined, under satisfactory guarantees of effi-
ciency and cost of operation as compared with steam practice."
This was followed in May by a paper before the American
Institute of Electrical Engineers, reviewing the considerations
which should govern the selection of a rapid transit system for
the city.
For a long time Mr. Gould, who was the controlling owner
of the Manhattan, and other interests connecting with it had
been opposing any grants whatever except in the nature of ex-
tensions of the elevated, and then only under such conditions
as were satisfactory to themselves. One of the most serious
proposals, and one for some time seriously considered, was
for a main line directly up Broadway and the Boulevard for a
good portion of their length. I could not but view this desecra-
tion of the city with alarm, and as the New York "Sun" was
voicing the views of the opponents of an underground road,
and ridiculing its construction, to clinch the argument which
I had made to the Rapid Transit Commission, which had now-
expressed itself as favoring an underground railway with elec-
trical equipment, in February, 1893, I published in the "Evening
Post" a communication which is here reproduced in full :
"DEEP TUNNEL ELECTRIC MOTORS
The Rapid Transit Commission of New York recently announced
a decision in regard to route, construction and motive power which
was founded mi extensive investigation, provided well For the
future growth of the city, and met with general commendation,
572
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
Since this decision was made, its wisdom has in certain quarters,
presumably representing existing corporate interests, been most in-
dustriously attacked, and one of the principal criticisms has been
that upon motive power. So far as these relate to any form of
propulsion other than electric they are sound, but when directed
against that particular method they are not so.
These criticisms are unquestionably dictated by one of two
reasons ; either they are intended to make the raising of capital for
the new enterprise difficult by assailing the soundness of facts, in
which case all argument is useless, or they are founded on a real
belief in the inability of electric motors to do the work required.
The form that this comment has taken is that there is no electric
motor yet "invented" which can propel even one loaded elevated
car 30 miles an hour. The objection thus embodied can be easily
disposed of if those making it are firm enough in their belief to put
it to practical test. It is, of course, essential before money is sub-
scribed for the new road that confidence should exist that electric
motors can do what is claimed for them, and it may be necessary
to make an actual demonstration on a large scale without com-
mitting the construction company to be subsequently formed to any
particular system.
Having been somewhat actively identified with the development
of electric railways in this country, and having urged upon the
Commission the necessity of electric propulsion, I am entirely ready
to make a demonstration as follows:
Let a section 2 miles long be provided on the Second Avenue, the
Suburban, or the New York & Northern Railway, which shall
fairly represent a station section of the express track on the pro-
posed underground road, for use at night when not required for
regular traffic.
Set apart a train of six standard elevated cars. These will
weigh when empty 71 tons, and can carry when crowded to the
utmost about 500 passengers weighing 37 tons, making a net weight
of train without motive power of 108 tons.
Let this loaded six-car train be propelled in two ways :
1. By a separate electric locomotive.
2. By a system of motors, one on each track, all controlled from a
pilot locomotive.
Let the condition of operation be :
1. A maximum speed of not less than 40 miles per hour on a
level.
2. Power to stop the train without the use of brake-shoes and
independently of the main station current.
These requirements both as to weight and speed are double those
now characterizing the operation of the London road, and repre-
sent a capacity of eight times that mentioned in the criticism.
I will undertake to make this demonstration prior to the forma-
tion of a construction company, with free subsequent competition
for regular equipment under either of these conditions:
1. The Rapid Transit Commission to require the successful bid-
der for the franchise to pay the costs of the experiment to an
amount not exceeding $50,000.
2. The forfeiture of a like sum in case I succeed within a specified
time, by any person or newspaper that will take up my challenge.
3. On the other hand, entire loss to me if I fail.
4. The time to be four months from acceptance of this proposal,
barring labor troubles, with one month leeway, at a forfeiture to
me of $1,000 a day for each day of the month over four months, and
premium of like amount for every day under four months. If the
cost of the experiment be less than $50,000, the saving to go to the
benefit of whoever pays for the demonstration.
It will be noted that this experiment is entirely at my personal
risk, with time limitation, and without any direct pecuniary value
to me, but is proposed to demonstrate the soundness of the decision
made. As an evidence of my faith I am ready to deposit a sum
which will guarantee the good faith of this proposal."
Whatever other effect, I think this proposal was of some
service in brushing away the objections on the score of motive
power, but the claims on behalf of Manhattan extensions were
assiduously pushed, rapidity of construction being one of the
most telling arguments in view of the congested condition of
traffic. For a time it seemed that the difficulty in financing
an underground road would prove insuperable, and action was
taken which opened the way for the elevated if terms with the
city could be agreed on. Meanwhile my interest in electric
railroads had been reborn with a rush because of a sudden con-
ception which was the direct result of the work which for five
years I had been doing with indirect control in elevator work,
and from that moment the "multiple-unit" system, fulfilling
completely the idea of individual car equipments under a com-
mon control, became of absorbing interest.
The first experiment was made with a number of sidewalk
elevator machines, which were assembled together in a quasi
train arrangement, and their controllers connected by relays,
secondary circuits and couplers, with master switches from
any of which all the machines could be operated.
Although eight years had passed since the Richmond road
had been put into commercial operation, and electric traction on
tramways had become world wide, electric train operation was
little known, and, then, as a rule, only where a locomotive car
or electric locomotive performed the function of a steam loco-
motive and hauled a number of trailers, as on the Metropolitan
and Lake Street Elevated in Chicago and the City & South
London in England. No sooner was the new idea fairly ma-
tured in my mind than my ambition reverted to the early scene
of my experimental work — the Manhattan, and on June 6,
1896, I addressed the special committee of the road in part as
follows :
Gentlemen : Assuming that the recent decision of the Appellate
Division of the Supreme Court in the matter of the report of the
Commissioners makes certain a material extension of the Manhat-
tan system, and that the adoption of a new motive power on the
present, as well as on new lines is now open for consideration, 1
shall be glad to appear before your Board to make in a definite
manner a proposition either in connection with the Manhattan Com-
pany, or entirely independent through myself and some associates,
for a serious demonstration on the Ninth Avenue, or some other
division of an electric equipment having the following general
characteristics :
1. So much double track with sidings and switches, and selected
as to grade as to give the severest test, will be supplied with
current.
2. Five cars will be individually equipped with a reduced amount
of standard apparatus without change in the cars except one truck
on each.
3. The motors will have capacity to handle the cars at express
speeds.
4. The electrical pressure, the character of current and the type
of machines will be such as have been tested and found practicable
on over 700 street railways.
5. Each car will be provided with a special control which per-
mits of it being operated from either end at will, or for the oper-
ation at either end of a train composed of from one to five cars in
any required combination and without regard to their sequence.
6. The cars will be provided with automatic control so that they
will be self-braking in case of an accident to an operator or failure
of current.
You will note that the system departs from the locomotive plan of
operation and affords what is essential for the best results, namely :
the opportunity to keep train intervals at the shortest possible
limit, with train lengths varying at will in proportion to the traffic
demands, and it will have the following results :
Train lengths of from one to any number of cars controlled at
will from either end of any car, and made up at any section or
branch of the road; reduction of train intervals at certain portions
of the day and night to one-third or fourth the present intervals: a
reduction of about $1,000 a day in the coal account compared with
the present system ; a far more even distribution of load than can
be provided with any locomotive train system ; a reduction of fully
one-third in deflection and shearing strains ; a material reduction in
longitudinal vibration and in depreciation of sleepers and super-
structure; the abolition of head and tail locomotive switching,
giving material increase of rapidity in despatching trains, and
greater effectiveness of sidings for car storage ; a marked increase
in the number of passengers carried; provision for lighting and for
October 8, 1904.]
STREET RAILWAY JOURNAL.
573
such elevator service as sonic stations may require from the same
source of power.
In short, a very large return on the capital requited for a change
of motive power.
On completion of this demonstration I shall be prepared to make
a bid for the electric equipment of any part or the whole of the
present or extended system in its entirety.
This letter apparently fell on incredulous ears, for it met
with no response, but eight months later, on Feb. 18, 1897, I ad-
dressed them another letter, giving further arguments, and
repeating my proposals, except increasing the demonstration
train length from five to eight cars.
This letter met with a similar fate, and finding my philan-
thropic efforts unappreciated, I desisted for a time from frontal
attacks, and busied myself with the elevator business to which
I was financially deeply committed.
Meanwhile, the Central London Railway had been projected
for electrical operation — this road to run from the Bank to
Shepherd's Bush in London. An essential of this equipment —
for this was a deep tunnel scheme — was the installation of a
large number of lifts of great carrying capacity and consider-
able extent of run. My attention being called to it by Mr.
Mackay, I was requested to go to London to see if it were pos-
sible to get the contract — one amounting to nearly half a mil-
lion dollars.
About this time I had met with a severe accident, and a fire
threatened the shops of the company. After straightening out
matters as well as I could, just as I was about to sail I re-
ceived a communication requesting me to act as consulting en-
gineer for the South Side Elevated Railway in Chicago, to re-
vise the plans of its regular engineers. I was unwilling to
burden myself with the additional work, but after returning
what might have been called an evasive reply, I was surprised
by a visit from an old friend, Fred Sargent, with the
information that he and A. D. Lundy, formerly associated
with me in Richmond, were the engineers, and it was their
desire that I should go over the plans. A short inspection of
the layout instantly showed a field ripe for multiple-unit ap-
plication, which I briefly explained to Sargent and to Mr.
Clark, of the General Electric. I hastily drew up a report, the
main feature of which was an argument in favor of abandon-
ment of locomotive car schemes and the adoption of individual
equipments under common control — in short, the "multiple-
unit" system. As an earnest of my sincerity and confidence,
I supplemented the report by an offer to undertake the equip-
ment on the general plan outlined, which met with the indorse-
ment of the engineers. This was followed by a visit to Chicago,
but the contract was not concluded before I was obliged to
return to New York.
My plans being opposed to those which had been submitted
by the General Electric, Westinghouse and Short companies,
I found myself with a lively contest on hand, which was illum-
inated by some hours of engineering discussion over a private
wire direct from the main operating rooms of the Postal Tele-
graph Company to that of its manager in Chicago.
The main contention which finally arose was in the matter of
speed. I had guaranteed, among other things, a regular sched-
ule of 15 miles, including stops, and the equipment I proposed
averaged 100-hp per car, with 62 per cent of the total weight on
the drivers. The Westinghouse Company's agent promptly
undertook with the same horse-power, consolidated upon a
single car, and with but 25 per cent of the total train weight
nn the drivers, to guarantee 18 miles. The difference was so
marked thai fur a lime I failed in convince President
Carter, of the absurdity of the claim of being able to make the
higher schedule under the conditions named, and I declined to
make it even under the more favorable conditions of distributed
motors and with the increased percentage of driver weight
offered by the multiple-unit system. But time was pressing,
and I called one of my assistants, Mr. McKay, loaded him with
data on accelerations, motor capacities and what not, and
despatched him to Chicago with orders to kill that 18-mile
schedule beyond resurrection. I believe he left on a Sunday,
and I was booked to sail for Europe on Thursday. On Wednes-
day night I received a telegram from Mr. Carter, saying that
he would accept the schedule which I had guaranteed and
make a contract based upon my proposal, but that he wanted a
$100,000 bond to guarantee performance. I wired back that
I was leaving for Europe in the morning, but that I would give
the bond on my return.
The contract itself, although based on my original proposal,
I never saw until it was finally executed under power of attor-
ney by McKay, but as it was drawn up by the engineers of the
company, under the able supervision of its president and coun-
sel, it can be well imagined that the technical conditions were
no less severe than I had myself proposed, and the financial and
other requirements governing the execution of the contract
were somewhat in favor of the company. The contract was a
personal one with me, and among other things, I was to im-
mediately begin work on the entire equipment, and to have six
cars ready for operation by July 15, 1897, 011 a standard track
supplied by me, the manner of making the test to be prescribed
by the officers and engineers of the road, and to be to their
entire satisfaction. Should the test be not concluded by the
date set, or be unsatisfactory, the contract could be canceled.
Satisfactory further tests could be called for elsewhere, and the
remaining equipments were to be completed by specified dates.
As soon as the power house and road were ready there was to
be another test of not less than twenty equipments under severe
conditions for a period of not less than ten days. Should these
equipments prove unsatisfactory to the officers and engineers
the right still remained to cancel the contract, and to require a
waiver of all claims against the company. Under existing con-
ditions it was necessary to accept the contract in the form
offered, and while the installation, from the contractor's stand-
point, was similar to Richmond in the immediate outcome, the
results in the art were of almost equal importance.
It was impossible before leaving to do much to forward the
work, and I was detained in London on the elevator contract,
which I only received finally after offering to guarantee the
cost per thousand trips, and staking the entire contract upon
the successful outcome of trial elevators erected in place, the
engineer. Sir Benjamin Baker, to be the sole judge of per-
formance— all under a heavy weekly forfeiture.
I did not return to New York until the middle of June, so
that most of my instructions for the trial equipments were by
cable, and the actual preparat:on was made within thirty days
despite a wholesale strike of the machinists in the shops of the
Sprague Company, which soon took over the contract.
On July t6 two cars were put into operation on the tracks
of the General Electric Company at Schenectady, and on the
26th, the half-century anniversary of Prof. Farmer's test of a
model electric railway at Dover, N. PI., my ten-year-old son.
D'Esmonde, operated a six-car train in the presence of the
officers and engineers of the South Side Elevated Road.
In November, a test train of five cars was put in operation
in Chicago, and on the 20th of April following, twenty cars
were pill into initial operation, seventeen ol which, one in
flames, were taken off by me during the da\ because of de-
574
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
fective rheostats, but I had the satisfaction with the last three-
car train of pushing a steam train around a curve. Three
months later, a year after the Schenectady test, locomotives
had been entirely abandoned, the local work being largely
supervised by my assistant, Frank Shepard.
No sooner had the test train in Chicago established the mul-
tiple-unit idea than I returned to the attack on the Manhattan
Elevated and renewed the campaign of education. On Dec. 13.
1897, I addressed a letter to President George Gould, calling
attention to the published accounts of the Chicago work and,
requesting an interview, asked "if, after investigation of what
has been done, the Manhattan Company will be inclined to en-
tertain a proposition for the entire electrical equipment of its
system, from power house to motors, for a price based in part
upon a capitalization of the actual saving accomplished in coal
and depreciation, or cost per passenger carried."
This excited no particular interest, and a week later I re-
quested a visit to Chicago of officials, engineers or experts,
but I went back alone.
About this time the newspapers were filled with various ac-
counts of what the Manhattan was going to do, the plans being
apparently based upon the locomotive car idea. It seemed
necessary that I should at least again put myself on record,
and so on Jan. 12, 1898, I sent them another letter in which I
entered at length into a general discussion of the Manhattan
needs, especially directing my arguments against the plan under
consideration. Following my practice of backing settled con-
viction to the limit of my capacity, the letter closed with the
following proposition :
Whatever your decision, however, in the matter of consultation,
selection of dynamos or make of motors, and without unnecessary
argument, we are prepared to install any part or the whole of an
individualized equipment, and as against any possible locomotive
car plan, on the same rails and with the same dynamos back of
us, and using your present cars modified to meet the conditions,
operate in any combination of from one to eight or ten cars, and
with any condition of rails, under the following guarantees:
1. The lowest maximum speed with a given schedule.
2. The highest schedule speed with any given maximum.
3. The lowest expenditure of coal per car-mile.
4. The lowest cost per car-mile, all things considered.
5. The least shearing and deflection strains on the structure.
6. The quickest acceleration for any train combination.
7. The most effective and powerful braking system.
8. Equal acceleration, speed, smoothness of movement and equal-
ity of work, whatever the number of cars in a train.
9. The installation of such an equipment in the shortest possible
time.
But the Manhattan Company was evidently far more con-
cerned in efforts to obtain increased privileges than they were
in the electric equipment of the road, and were actively
flirting with both the Rapid Transit Commission and the politi-
cal powers that were, in the hope of securing its extension and
delaying the construction of an underground road, with the
result that on April 1, 1898, I addressed the following latter
to John H. Starin, the chairman of the contract committee of
the Rapid Transit Commission:
Dear Sir: In all the published accounts on the subject of the
negotiations between the Commission and the Manhatan Elevated
Company, as well as with anyone else, one of the most important
essentials seems to be entirely ignored. Routes, structures, rights
of way and penalties are all considered, but the one thing which
would do more to relieve congestion does not seem to he insisted
upon, and that is the question of motive power.
The time has passed when there could be any question as to the
advisability of adandoning steam and adopting electricity, and by
this agent, and this alone, can the essentials of cleanliness, reduction
of noise, smoothness of operation, and what is most important of
all, increase of schedule speed, be obtained.
The elevated railroads now make on way trains a schedule speed
of not exceeding 12 miles an hour, including stops, when running
with loaded trains. It is possible to increase this to 18 miles or
about i8l/2 miles, although that is the absolute maximum with
station stops as they now exist, but i6l/2 miles is within the range
of practical, reasonable demand.
It would seem, therefore, perfectly proper that the following con-
ditions should be introduced in the granting of any franchise of
any kind whatsoever, and to whatsoever company :
1. That there shall be a change from steam to electricity.
2. That there shall be a schedule speed, including stops at each
station, of not less than i6]/2 miles, whatever the length of the
train.
3. That there shall be a schedule speed, including stops at limited
stations, of express trains of not less than 30 miles an hour.
The above conditions can lie met, and it is only reasonable to
expect that these increased speeds should be supplied by the railway
company if they receive additional privileges.
It is worthy of note that the schedules suggested in this
letter were those adopted when the underground specifications
were issued, although on account of the length of trains and
sharp curves the express schedule will probably not be main-
tained above 25 miles.
Meanwhile the Brooklyn and Boston elevated roads had
adopted the multiple-unit system, the latter under most difficult
conditions, the stock of the South Side had trebled in value
and the logic of events compelled action on the part of the Man-
hattan Company. Eighteen million dollars was provided for
betterments and equipment, but by some curious obduracy cer-
tain influences were, however, effective for the time being in
blocking the adoption of the multiple-unit system, and the first
actual trials for an electric equipment, based upon the approval
of the officers of the road and its engineers, was that of a
train having two locomotive cars, one at each end, the motor
equipments on the two cars as a whole being thrown in series
and parallel relation, and governed by hand controllers supple-
mented by electrically operated reversers. A short trial proved
the inefneacy of this scheme, and led to the final adoption of
the multiple-unit system as developed in a modified form by
the General Electric Company, and now known as the Sprague-
General Electric system.
The operative and financial results attained by the adoption
of electricity are sufficient commentary upon the cynical atti-
tude of unbelief with which all claims on behalf of electric
operation were received, and it is a matter of some satisfac-
tion to see the growth of the multiple-unit idea and its adop-
tion on the Manhattan, the Interborough, and the Metropolitan
District of London, as well as other roads where I had for
years advocated it in face of the most determined opposition
and ridicule, as well as the substitution of the system where
locomotive cars have been used.
It is also gratifying that the largest present enterprise effect-
ing steam operation is likewise dependent upon this system.
The whirligig of time has for the moment put me in the position
of critic and engineer instead of inventor and constructor, as
one of the commission in charge of the electrification of the
New York Central terminals and a portion of its main line,
the other members being Fifth Vice-President Wilgus, chair-
man ; Superintendent of Motive Power Deems, Mr. Arnold and
Mr. Gibbs, the general work being undertaken after a compre-
hensive and careful report by Arnold, supplementing an earlier
crude investigation by myself.
It is too soon to go much into the details of this equipment
other than as already known, or the character of the contracts.
Much, of course, will be a duplication of the best practices
October 8, 1904.]
STREET RAILWAY JOURNAL.
575
elsewhere, but in one particular, that of the locomotive equip-
ments, the departure is radical, and of such character that the
contracting company is proceeding under very exacting con-
ditions, required on the one hand by the railroad company and
on the other willingly undertaken in its confidence of the out-
come by the General Electric Company. The 2200-hp locomo-
tive units of 85 tons weight, with over 65 tons on the drivers,
are to be controlled on the multiple-unit plan, so that two
or even three locomotives, representing an aggregate of sev-
eral thousand horse-power under simultaneous control, can
be put at the head of the heaviest train which can be
made up.
One of the results sought, and which will be accomplished,
is to replace the dozen types and sizes of locomotives now used
within the territory determined for electric operation by a sin-
gle type and size of locomotive of such a capacity and capable
of such control and aggregation as to meet all the requirements
of speed and power, whether for switching in the yards or
hauling the heaviest trains at schedule speeds.
In view of the developments which are taking place in the
alternating-current application, it may be proper for me to
say here that the decision finally made in behalf of continuous
motors, and a zone of operation bounded by North White
Plains on the Harlem division and Croton on the main line
was the only one then, or even now, possible or wise under ex-
isting limiting conditions, and that the operation of this par-
ticular area is not affected by, nor will it necessarily determine
what shall be the future developments affecting trunk-line
operation.
THE BEGINNINGS OF THE ELECTRIC RAILWAY MOTOR
BY BRIG. -GEN. EUGENE GRIFFIN, U. S. V.
IN 1888 electric lighting was
nearly ten years old. The
Edison incandescent lamp, in-
vented in 1879, had given tre-
mendous impetus to the light-
ing industry, which, before
that date, represented but
feeble and unsatisfactory ef-
forts to make commercially
useful the inventions of nu-
merous pioneers in the light-
ing field. Edison lighting
companies were being organ-
ized in all of the principal cities, and the incandescent lamp,
while still expensive, was being generally recognized as a
necessity of modern life. The arc light of Brush and Thomson
had been so perfected that municipalities all over the country
were lighting their streets by the arcs, and while commercial
lighting was practically unknown, the arc light, industry was
advancing by leaps and bounds.
Electric welding had been invented by Elihu Thomson, and
the public was beginning to appreciate the vast importance of
this contribution to commercial industry.
Stationary motors were being used to a small extent by those
who appreciated the value of such a ready source of power.
Electric railways were indeed in their infancy. Sprague
was building the Richmond road. Daft had a two-car road in
the outskirts of Baltimore, and four others in other cities.
Bentley & Knight bad abandoned their Cleveland experiment,
but had built roads in Woonsocket, R. f., and Allegheny City,
Pa. Van Depoele had some ten small roads running in various
small cities. Each road differed from every other road, not
only in small, but in essential details. Van Depoele placed his
motor on the front platform and connected it with the axle by
a sprocket chain and gear.
Such was the condition in 1888, when the Thomson-Houston
Electric Company, of Boston, entered the railway field. That
company, prior to 1888, was an arc lighting company. Basing
its work on the patents of Professors Thomson and Houston,
by able management and unusual energy it had achieved a lead-
ing position in the electrical manufacturing field and had sur-
passed its older rival, the Brush Company. The arc light
business had absorbed all of the energy of its management, but
having attained the first place, it was looking for new worlds to
conquer. The Bentley-Knight Company, having no factory of
its own, had purchased electric motors from the Thomson-
Houston Company for the Woonsocket and Allegheny City
roads. In this way the Thomson-Houston engineers had se-
cured some experience in electric railway work.
In the spring of 1888 it was determined that the Thomson-
Houston Company should take up the electric railway business.
The first step was the purchase of the Van Depoele patents.
The wisdom of this move was proven by subsequent results.
The courts have repeatedly held that Van Depoele was a pio-
neer in the railway art, and his patents have been repeatedly
sustained by the Federal courts in all parts of the country. We
owe to Van Depoele the carbon brush, without which the elec-
tric railway motor, and I might even say the direct-current
dynamo, would have been a comparative failure. We owe to
Van Depoele the under-running trolley, which was an essential
to the early roads, and is an essential to-day.
The purchase of the Van Depoele patents carried with it the
employment of Van Depoele, and from that time the Thomson-
Houston Company had the advice, counsel and active assist-
ance of that great inventor.
Experiments were at once undertaken to develop the best
possible form of motor. These resulted in the F-30 motor —
the old double-reduction, 15-hp so-called F-30 motor. Two
motors were furnished with every car. These motors were
flexibly suspended from the axles, and the armature speed of
1500 r. p. m. was reduced to the desired car-axle speed by
means of an intermediate axle and a second gearing. It will
be seen, therefore, that the difficulty at the outset with electric
railway motors was not to attain high speed, but rather to at-
tain low speed, and for several years the improvements in
railway motors were all in the direction of bringing down the
speed and ultimately eliminating the intermediate axle and
secondary gearing.
The F-30 motor is shown on the following page. The motors
of this type were characterized by flat fields. The frame con-
sisted of a strong iron casting, comprising side arms and mag-
net yoke, while the field cores were wrought iron forgings, of
flat, rectangular cross section, firmlv bolted to this yoke. The
field coils were wound upon sheet-iron spools with brass
flanges, and the ends of the windings were joined by means of
copper strips to the connection board, which is placed in a
position of easy access for examination. The armature in the
type F motor was of the Siemens or drum type, having contin-
uous coils wound with the most careful attention to insulation.
The bearing linings were all of gun metal. On the arma-
ture and intermediate shafts the boxes were provided with the
ordinary oil cups, as a means of lubrication, while on the axle
shaft the boxes had an oil reservoir and a spring feeder. The
gear ratio was 04, and the motor was rated at 15 hp. The
weight of the motor was 2096 lbs. Four thousand six hun-
576
STREET RAILWAY JOURNAL,
[Vol. XXIV. No. 15.
dred and twenty-one of these motors were sold by the Thom-
son-Houston Company during the years 1888-1891, and went
into operation in all parts of the habitable globe. It is no ex-
aggeration to say that the F-30 motor made the success of
electric railways.
Carbon brushes were first used on the F-30 motors. Some
of the serious troubles with copper brushes encountered by
Sprague on his Richmond road were rapid consumption and
difficulty in reversal, and this invention of Van Depoele's was
a long step in advance.
The first commercial road equipped by the Thomson-Houston
Company was at Crescent Beach, Mass. Two cars were
U THE F-30 MOTOR L —
equipped and put into regular operation on the Fourth of July,
1888. The pinions were made of alternate plates of steel and
rawhide, a method of construction highly praised at the time,
and from which much was expected. It is needless to say that
it was but a short time before the rawhide was eliminated.
'Idie success of the Crescent Beach road led to the contract
for the Eckington & Soldiers' Home road in Washington.
This road ran from Mt. Vernon Square on Seventh Street to
ami beyond the boundary. The straight line of New York
Avenue offered unusually excellent facilities for good con-
struction; steel poles were used, placed between the tracks
with one cross arm extending out over both tracks. It was
opened to traffic in the fall of 1888. This line was well con-
structed and was a model road in its day. Its position in the
capitol city, where it was examined and commented upon daily
by Senators and Representatives from all parts of the United
States, justifies us in asserting that no one road did more to
advance and make permanent the electric railway industry
than did the Eckington & Soldiers' Home road.
Great fears were expressed as to the danger to life and limb,
and as to the fire risk from such "high-tension" wires stretched
over the public highway. These fears found voice in the
United States Senate, and the construction of the Eckington
road was considerably delayed, pending a hearing before the
district committee, based upon a petition of the Thomson-
Houston Company, praying for relief from the action of the
Senate, which, in passing a resolution introduced by Senator
Edmunds, of Vermont, indicated an intention of annulling all
contracts and permits, and making impossible and unlawful
the construction of the road. The evidence introduced at this
hearing satisfied the committee, and the report of the committee
satisfied the Senate, and work was resumed.
The telephone companies protested against the use of the
ground return by the electric railways, as it interfered with
their use of the ground return. Much litigation resulted, but
the courts held that the telephone companies had no monopoly
of the earth, and the result was the introduction of metallic
circuits for telephones, an improvement which the public owes
to the electric railway, although it was an improvement which
was sure to come sooner or later.
Henry M. Whitney, a brother of William C. Whitney (after-
ward Secretary of the Navy), was president of the West End
Street Railway, of Boston. A courageous and progressive
man, it was his intention to introduce the cable system in order
that Boston might have a modern and up-to-date transporta-
tion system. Probably no city in the United States was less
suited to the cable system than Boston. Nevertheless, it seemed
the only system available as an improvement over the old horse
car, and Mr. Whitney's cable plans were already far advanced
when his attention was invited to the possible use of the elec-
tric motor. A visit to Allegheny City, to Richmond and to
Washington convinced Mr. Whitney that the new system was
what he desired ; a contract was made for the equipment of the
Cambridge line with the overhead trolley, and at the same time
he contracted with the Bentley-Knight Company for an under-
ground conduit on Boylston Street. The Cambridge trolley
was a success; the Boylston Street conduit was a failure. The
conduit was removed and authority secured for overhead wires
over practically all of the Boston streets. The West End engi-
neers were satisfied with their knowledge of power house work,
of the cost of producing power, of the cost of maintenance of
dynamos, and of the possibility of operating cars by overhead
wires. They were without knowledge of the cost of maintain-
ing the overhead lines and the apparatus on the cars. A con-
tract was proposed wherein the Thomson-Houston Company
would assume this risk by agreeing to keep the overhead line
THOMSON-HOUSTON CAR ON ECKINGTON & SOLDIERS' HOME
RAILWAY, WASHINGTON
and the car equipment in operating condition for the sum of
3 cents per car-mile for a double-motor car, and \J/z cents per
mile for a single-motor car ; this agreement to run for five
years. It was a bold step for the Thomson-Houston directors
to take, but on the advice of their engineers they did take it,
and the contract was signed. At the end of two years Mr.
Wdiitney found that the Thomson-Houston Company was mak-
ing a profit on the maintenance guarantee, and he took it over,
as was his contract right. But those two years were far from
pleasant ones for those engineers upon whom rested the re-
sponsibility for such an agreement, and few can appreciate the
October 8, 1904. :
STREET RAILWAY JOURNAL.
577
relief they felt when it was realized that they had no longer any
direct interest in the question as to whether or no the cars could
be kept running during a Boston winter blizzard. The se-
curing of the West End contract by the Thomson-Hous-
ton Company against the severe competition of the Bentley-
Knight, the Sprague and other electric companies, unques-
tionably placed the Thomson-Houston Company in the front
rank of the electric railway equipment manufacturing com-
panies— a position which it continued to hold until its amalga-
mation with the Edison Company to form the present General
Electric Company in 1892.
It was interesting to meet and combat the objections of the
street railway manager. His fears as to the reliability of elec-
tric cars were natural ; his feeling of absolute helplessness in
the handling of a power of which he knew nothing, and could
learn nothing, was natural ; but it was amusing to hear him
seriously argue that it was impossible to make any change
whatever in the 16-ft. horse car. The body could not be raised
one inch ; not only was it impossible to add another step to
reach the platform, but the rise in the prescribed number of
steps could not be increased even by one inch. Car builders
had nearly attained perfection in the manufacture of the car
body, and the springs and axles and boxes and all parts must
be used just as they were used when the horse constituted the
motive power.
The introduction of the independent truck in 1889 was a
great step in advance, and it did more perhaps than any other
improvement to bring home to the old-fashioned manager the
fact that the horse car days were past and that we had entered
a new era where his horse car experience counted for but little,
in so far as it related to the construction of the car and the
motive power therefor.
The F-30 motor was succeeded by the S. R. G. motor in
1890. This was the first single-reduction motor; it was short-
lived ; it was followed almost immediately by the W. P. motor
(water-proof), and some 7638 of the W. P. motors were sold.
These were succeeded by the GE 800, and as the cars were in-
creased in size and greater speed demanded, by the 25-hp, the
35-hp, the 40-hp, the 50-hp. the 75-hp and even the 125-hp mo-
tors of the present day. The Interborough cars in New York
are equipped with 200-hp motors.
The growth of the electrical railway has been rapid. Hardly
seventeen years have elapsed since the first substantial road
was constructed, and yet the growth has been so gradual that
few realize what it has done for humanity. The crowded city
has been expanded into the country; the area available for
homes has been increased at least nine-fold ; towns and cities
have been brought into communication where before no com-
munication existed; where communication did exist the high
speed of electric interurban cars has effected great savings in
time; the value of property has been enormously increased; our
streets have been made cleaner and healthier ; additional work
has been found for many thousands of laborers, and the saving
in time to all who travel by electric-driven vehicles has added
years to the active life of every individual.
♦ ♦♦
THE DEVELOPMENT OF STREET RAILWAY TRACK
STRUCTION DURING THE PAST 20 YEARS
CON-
J!Y W. ISOARDMAN RI£ED
"I feel that the time has now come when some of the physi-
cal dimensions of electric cars may, with benefit to all, be
standardized. As to how far such standardization should go,
committees of tin's association can best determine. The guid-
ing principle, it seems to me, should be tin's: That standardiza-
tion nl parts should be so directed as nut to interfere with the
progress of invention." — From Pittsburg Meeting, 1891.
PREVIOUS to 1884 steam
railroad engineers had prac-
tically agreed upon the proper
section of rail and style of
construction, and little or no
change has since been made
in the standards then in use.
y^P^ The use of heavier rolling
M| ^ stock has called for heavier
I steel and more solid roadbed.
this demand being met by in-
creasing proportionately the
dimensions of the then stand-
ard rail sections, substituting, perhaps, broken stone ballast
for sand or gravel, and reinforcing culverts and bridges. Even
the joint fastenings most generally in use to-day are of the
same general design as those used twenty years ago. Though
many patent joints and fastenings have been tried and used,
there is no single one of them so generally used as the angle
splice, which is a modification of the old fish-plate pattern.
The action of the American Society of Civil Engineers
doubtless had much to do with standardizing rail sections. The
section recommended in 1893 by its "Committee on Standard
Rail Sections" is the standard of most steam railroads to-day,
though the Pennsylvania Railroad Company has a standard of
its own and some other roads use a slightly modified form of
the A. S. C. E. section.
With street railways, however, there has been during the
past twenty years a complete change in everything relating to
track construction, so that the standard street railway track of
1904 has no closer resemblance to the standard of 1884 than
has the modern electric car at present running on Broadway,
in Manhattan, to the horse car running on West Street in this
same Borough.
From about 183 1 for a period of more than fifty years, ani-
mal power was universally used for street car service. The
cars were light, and so did not call for a rigid roadbed. The
problems confronting the street railway track department of
that period, however, were the same, aside from the strength
of the track construction, as confront us to-day. Much time,
thought and money were expended in an endeavor to get a per-
fect track. The definition of a perfect street railway track
twenty years ago might be as follows, the sequence of the re-
quirements given being according to their importance:
First — The head of the rail to be of such section as to offer
the least resistance to the movement of cars.
Second — The shape to be such that mud, slush or snow car-
ried on it by vehicles would be easily pushed off by wheels of
tbe cars.
Third — The rail to be such that it could be solidly spiked to
the wooden stringer.
Fourth — The rail to offer the least possible obstruction to
vehicles.
Fifth — The sub-structure to be such as not to interfere with
the pavement and to be of sufficient vertical and lateral stiff-
ness as to resist the strain caused by heavy vehicles.
To accomplish these results many various sections were
rolled in meet the ideas nut only of street railway engineers
and managers, but of city authorities as well.
Tbe first street railway built for passenger traffic was on
5/8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
Fourth Avenue, New York City, the rail used being a simple
bar of iron, with a groove formed to receive the Wheel flange,
and this section came as near meeting the definition given
above as any since made. It was quite similar to Fig. 1, the
lower lip being omitted, Figs. 2, 3 and 4 being other sections
tried. Fig. 5, known as the "Philadelphia Section," was also
extensively used.
The center-bearing rail, shown in Fig. 3, undoubtedly more
nearly complies with the first, second, third and fifth require-
-\%-
-y — 1'<
-1%
1K«-
I.
FIG. 1
FIG. 2
1%
5^5
FIG. 3
3"
— a —
i
ft*
FIG. 4
merits of the above definition than any other, but much objec-
tion was made to it by drivers of vehicles, and so great was the
objection that the Legislature of the State of New York
enacted a law in 1892 against its further use. This section has
rather an interesting history. The various street railway men,
in their effort to obtain a proper rail, appealed to the late Hon.
Abram S. Hewitt, of Cooper, Hewitt & Company. He per-
sonally designed for them this rail, and, as stated above, it was,
FIG. 5
FIG. 6
to the street railway men, very satisfactory. The head being
somewhat above the adjacent pavement and separated from it
on either side by a flange, comparatively little dirt, mud or
snow was drawn or pushed on it by vehicles. In light snow
storms the wheels of cars would themselves clean the rails,
and in heavy storms they would remain clean for a considerable
period, especially if a small quantity of nocturnal sunshine or
salt was sprinkled along the flanges. Some few years after the
introduction of this rail, Mr. Hewitt was elected Mayor of the
city of New York, and, being appealed to by the citizens, he
refused to allow any permit to be granted for the further use
of center-bearing rail, and, largely through his efforts, the
statute above referred to was passed by the Legislature. When
remonstrated with by the street railway men, he replied : 'Yes,
I designed this rail, but I was then employed in your interest.
Now I am working in the interest of the public." I believe
Kansas City, Mo., is the only city in the United States which
permits the use of this rail-head.
With the flat sections of rail the method of construction was
to spike the rails to a wooden stringer 5 ins. ("equal to the
width of the rail) in width and 7 ins. in depth. The rail being
\V2 ins. or 2 ins. in thickness, this gave ample depth for pav-
ing blocks. The stringers were fastened to crossties placed
from 4 ft. to 5 ft. apart with cast-iron knees or angles, one of
which was placed either side of the stringer at each tie and
fastened with spikes to both. Outside of the stringers, knees
p 2H-
3- >|
-^—42'
about 5 ins. x 5 ins. were used. Inside, the knees were 3 ins. x
3 ins. At joints of timbers a special shaped knee was used,
arranged to engage both sticks. In laying this character of
track care was used not to have a joint of the rail over a joint
of the timber, and at rail joints a flat piece of steel or iron,
shaped to receive the bottom of the rail,
was placed, the timber being cut to re-
ceive it.
Though the flat rail answered very well
for the light cars of twenty years ago,
some railway men, or it may have been rail
manufacturers, thought that a rail with
greater vertical strength would be better,
, r , , FIG. 7
so that, even for horse cars, many other
sections were tried. Still clinging to the wooden stringer,
sections were rolled with a channel base, the flanges tending to
stiffen the rail, and the rail being fastened to the stringer with
horizontal bolts. Later, the wooden stringer was abandoned
and various sections supported on chairs were used. Though
a patent was granted in 1859 t° Sydney A. Beers tor a girder
rail very similar to those at present used, Fig. 6, owing to diffi-
culties of rolling, no girder rails were manufactured until
1872. This rail, Fig. 7, was only 3 ins. in height and was sup-
ported on chairs. It was followed by girder rails, both with
and without bottom flange, also by various other types of rails,
such as Lewis & Fowler's box rail, Figs. 8, 9 and 10, and the
Gibbon duplex rail, Figs. 11 and 12.
Each of these sections had some feature through which they
were placed on the market, and answered fairly well for horse
car service, though none of them, in the opinion of the author,
was superior to the flat rail and wooden stringer. In 1894
and 1895, a considerable amount of the Lewis & Fowler and
also of the Gibbon rail was removed from Sixth Avenue in
New York City and the flat rail with stringer substituted. The
Lewis & Fowler and Gibbon rails had been in service but a
few years, while the flat rail and stringer adjacent to them
had been in service over twenty years, during which time the
rails had been renewed once, but the stringers had not been
changed.
There is at present in the Borough of Manhattan something
like 75 miles of flat rail and stringer construction, much of
which has been in operation over twenty years, and it is to-day
in better condition than is a line built about twelve years ago
with 4-in. girder rail on chairs.
If the various box-girder, duplex, "Butterfly," shallow girder
and so-called girder rails without lower flanges would not
stand up under horse car service, it is not surprising that with
the advent of electric service trouble was immediately experi-
enced with the track. None of the rails in use when electric
cars were introduced had sufficient vertical stiffness, and,
though it would seem an easy matter to compute the best sec-
tion of rail to carry a given load, yet we find one of the prin-
cipal manufacturers of steel rails as late as 1890 recommending
the use of so-called girder rails, with no lower flanges, set on
chairs, though at that time regular girder rails 9 ins. high were
rolled.
As late as 1895 ^ew street railways were built with a stronger
rail than a 7-in. girder, weighing from 75 lbs. to 80 lbs. per
yard, and even yet 7-in. rail is extensively used, though 9-in.
rail, weighing from 90 lbs. to 100 lbs. per yard, is fast becoming
standard. Though the 7-in. rail, or even the 6-in. rail, weigh-
ing from 80 lbs. to 90 lbs. per yard, is sufficient with a proper
foundation, the 9-in. rail has the advantage of giving sufficient
depth for stone block paving, and, in addition, it gives a much
October 8, 1904.]
STREET RAILWAY JOURNAL.
579
more rigid joint. Rails as much as 10^ ins. in height have
been used, but they do not meet with favor. The use of a
girder rail with head from ins. to ins. in width, with
a lower flange from 5 ins. to 6 ins. in width, and a total height
of 9 ins., weighing from 90 lbs. to 110 lbs., is being adopted
throughout the country as a standard, but, aside from this as a
type, we are no nearer to a standard section than we were
twenty years ago. In fact, we have retained all the heads used
previously, except perhaps the center-bearing, and adopted
many new ones. The general shape most used is the side-
bearing, Fig. 13. Many cities, however, will not consent to its
use, demanding a groove rail with inside flange approximately
the same height as the head. The so-called "Trilby" rail, de-
signed in 1895 by the engineers of the Metropolitan Street
FIG.
FIG. 9
Railway Company, of New York City, to meet the require-
ments of the city authorities, is being used quite extensively
(see Fig. 14). It has probably less bad features than
other grooved rails, but is more objectionable, especially in
times of snow, than rails without a groove. A number of modi-
fications have been made in this section since it was originally
designed, and the present standard of Greater New York differs
slightly from the original model.
In the foundation for rails there has been fully as great im-
provement during the past twenty years as in the rail. Where-
as in horse car construction ties 5 ins. x 7 ins. x 7 ft., placed
4 ft., or even 5 ft., on centers, tamped up with the surrounding
earth, were generally used, the better construction of to-day
requires either metal ties, spaced 30 ins. on centers, with either
-Wa-
it might be claimed, however, that in thus using concrete
there has been no development in the past fifty years except
in that the concrete is a substitute for the natural stone, for
on the first steam railroad built the rails were supported by
stone blocks, and in the line built on Fourth Avenue, in New
York City, stone ties, some of which were taken out in 1897,
were used for at least a portion of the distance.
The underground trolley system of New York and Wash-
ington has been entirely developed in the past decade, though
experimental lines quite similar in design were built even be-
fore the use of the overhead trolley. The principal mechanical
development in this character of construction has been in the
substitution of cast iron and concrete for wood in the supports
for the rails and the conduits. This character of construction,
however, is so expensive that it
can never be used except in very
populous cities where there is a
large number of short riders.
In no branch of track con-
struction has there been greater
development than in the special
work. Less than twenty years
ago, when a turn-out was to be
built, a pattern maker from an
iron foundry would visit the
ground with a wagon load of
wooden strips, which he would proceed to lay out on the ground,
bending them to form the necessary curves, nailing on pieces
for crossings, etc. Having secured the model together, he
would cut it into pieces that he could load onto the wagon and
return to his shop. Patterns for cast-iron switches, mates,
frogs and crossings would then be made and the rails bent to
conform with the model. That work built this way would not
always fit is not strange, for the wooden strips would often
insist on warping out of shape
-2^-- ->< 2%" — * before they were used. As late
as 1895 the writer saw a piece
FIG. 10
« — •>.'.< — >*
mm
FIG. 11
FIG. 12
FIG. 13
FIG. It
a heavy beam of concrete under the rail or else a continuous
bed of concrete not less than 6 ins. thick for pavement founda-
tion, reinforced to 8 ins. or 10 ins. for 12 ins. either side of the
gage lines. In this construction the tie simply serves as a tie
rod to hold the track to gage and as a temporary support while
the track is being lined and surfaced previous to the placing
of the concrete. If wooden ties are used they are 6 ins. x 8 ins.
x 8 ft., from 24 ins. to 30 ins. on centers, either broken stone
or gravel being used for ballast. Often concrete is used in lieu
of ballast, in which case it is not only tamped under and around
the ties, but under the rail as well.
of work built after this manner, causing a track gang and the
pattern maker, who had been sent after, lots of trouble at First
Avenue and Thirty-Fourth Street, New York City.
It is perhaps of interest to note that in the cast-iron work
used nearly, if not quite, twenty years ago, hardened steel
wearing plates were inserted in frogs and crossings.
The great improvement in the methods of manufacturing-
steel has enabled the manufacturers to make special work so
that the parts of greatest wear will last as long as the rails
adjoining, and all turn-outs, crossings, etc., being laid out by
engineers instead of pattern makers, with wooden strips, there
58o
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 15.
is very seldom any trouble with the fit. In special work for
underground trolley lines, especially in renewal work, great
care has to be taken in making the measurements and in its
manufacture, for, unless the work is made mathematically cor-
rect, it will not fit and little or no fudging can be done. Even
the holes in the castings must be in exactly the proper location
or much extra work is required in the field, and gouging or
redrilling of the holes weakens the structure.
- ♦♦♦
ST. LOUIS STREET RAILWAYS IN 1884 AND 1904
BY ROBERT McCULLOCH
A VISITOR to St. Louis twenty years ago would have
found a miscellaneous assortment of some fifteen
horse and mule railway companies, the oldest of
which dated from about 1859, at which time several roads were
started. About half of the cars in service in 1884 were of the
bob-tailed variety, with steps at the rear in lieu of a platform.
The remainder had advanced to the stage where rear platforms
and conductors were added, and these were consequently looked
upon as being as much superior to the bob-tails as the present
double-truck, cross-seat cars were a short time ago considered
superior to the single-truck cars which preceded them. Grand
Avenue, 2.y2 miles west of Broadway, was the terminus of the
east and west lines. The company's central power station is
now west of that thoroughfare, and Grand Avenue is occupied
by a central cross-town line, which has very heavy traffic be-
cause it is so centrally located with reference to the system.
In fact, Grand Avenue is not half way to the World's Fair
grounds and the present lines radiate from 6 to 20 miles. The
St. Louis Transit Company on World's Fair opening day oper-
ated 1000 cars, and the St. Louis & Suburban Railway Com-
pany 100 more. The St. Louis Transit Company's regular rush
hour schedule now calls for about 1100 cars, which is perhaps
as many as can be operated to advantage without causing con-
gestion and defeating the object of carrying the greatest pos-
sible number of people per hour.
Mules were the favorite motive power with St. Louis street
railway men. On the bob-tailed cars, although one horse or a
large mule could have pulled them, experience proved "double-
motor equipment" to lie the best, the motors in this case being
a team of small mules. One cannot refrain from enlarging a
little on the superior qualities of these small mules for street
car service. They were bred from mustang ponies, and seemed
to combine the tough qualities of both the common mule and
the mustang. A team of them would pull a bob-tailed car
along at a lively trot, making a speed of 6 to 7 miles per hour
when under full headway. They would get a car under way
very rapidly, or perhaps we should say, in deference to modern
methods of expression, the acceleration was very rapid. These
little mules were usually bought right from the farms in North-
ern Missouri and Texas without any previous breaking in.
Contrary to what might be supposed, these mustang mules
were easily broken in to street car service, and proved very
intelligent and quick to learn the requirements of the business
as well as willing workers. They were not shirkers. To break
them in, an untrained mule was put beside a trained one. The
force of example was strong, and by the time the newcomer
had made one round trip alongside a gentle mate he was usually
considered broken in and would know how to act in street rail-
way service from that time on. They soon learned that one
bell meant stop at the next corner, that a person waiting at a
corner meant stop, and that two bells meant go ahead. They
were less susceptible to disease and less affected by hot weather
than horses. About the only thing that took the vim out of
them was a sleet-covered roadway in winter, which gave them
an uncertain footing. Trouble from this cause was in those
days overcome by sprinkling between the rails with fine cin-
ders. Mules frequently averaged 20 miles per day with as
much ease as horses would make 14 miles, and the mules lasted
better. When unfit for street car service, they could be sold to
advantage to traders further South, where they would be re-
sold to negroes for farming small plantations.
So much for the mules. How about the men ? Previous to
1884 the drivers alternated what were called long days and
short days. The long days were sixteen to eighteen hours in
length, and the short days twelve to fourteen hours. By 1884,
however, this had been reduced. Drivers got from $2 to $2.50
per day. They stood all day on a small platform exposed to
the weather, lines in one hand, brake handle in the other, look-
ing out for passengers, making change, taking the entire re-
sponsibility for the car and its occupants. The fare box was
used, and each passenger deposited his or her own fare in the
box, unless the car was too crowded, and then the other pas-
sengers passed it up. The longer cars had conductors, but
that was before the days of fare registers. The lot of the
driver in those days was in striking contrast to the lot of the
motorman of to-day, who has a comfortable cab in which he
can stand and sit during his day's work and control his car
with the air brake and controller handle. However, the added
speeds have greatly added to the motorman's responsibilities,
so that the greater physical comfort of the motorman is at the
price of higher nervous tension. Taken altogether, however,
the motorman's lot is much better than that of the old horse
car driver.
It is hardly necessary to point out that the lot of the passen-
gers in those days was little better as compared with to-day
than was that of the men as compared with to-day. The dis-
tances covered were not great, but the speed was so slow that
persons living at the terminals of the lines then were practi-
cally no better off than those living at the outer terminals of
the lines to-day in point of time required to get to business,
while the comfort in the old bob-tailed cars is not to be com-
pared with that afforded by the present cars. Besides this, the
fact that fifteen different companies, which did not issue free
transfers to each other's lines, were operating within the small
district then covered by street railways, speaks for itself as
regards the limited transportation privileges that the payment
of a nickel in those days carried as compared with to-day, when
a passenger can go between any two points in the city limits
for a 5-cent fare.
The first cable line in St. Louis was started by the St. Louis
Cable & Western Railway in 1886. This is now the downtown
end of the St. Louis & Suburban Railway. The outer end of
this line was a steam road. The whole was, in 1891, changed
to electric, being the first cable line so changed. Other cable
roads in the order of their equipment were Olive Street, Frank-
lin and Easton Avenues, Broadway and Fourth Street. In
1894 the era of change from cable to electric began, and since
all cable lines have been changed to trolley.
Electric traction began in St. Louis with a couple of experi-
mental lines — one a storage-battery line on the Lindell Railway
in 1887 and the other a trial of the Short series system at the
southern end of the old Broadway cable line. Both were fail-
ures. The real era of electrical operation began when one line
of the Union Depot Railroad began to operate with a trolley
October 8, 1904.]
STREET RAILWAY JOURNAL.
in March, 1890, followed by one line of the Lindell Railway
in September, 1890. The trolley spread rapidly, and within a
few years had not only driven out horses, but the cables.
St. Louis has always been a progressive place in street rail-
way matters. The general use of double-truck semi-convertible
cross-seat cars is largely clue to the example set by St. Louis
roads, which took this type of car up before it was considered
practical for city service elsewhere. The maximum traction
truck was first generally used on these cars with car bodies
about 28 ft. long. Later the regular double-truck car with four
motors came in with car bodies 33 ft., this being the standard
to-day. The first large railway generators in the world to be
direct connected to Corliss engines were placed in service in the
Cass Avenue & Fair Grounds Railway plant in 1893. The first
cast welding of rail joints in the world was done on 2 miles of
track in Chippewa Street in November, 1894, which was the
beginning of great activity in cast welding. Incidentally, too,
may be said that the joints in this track are good to-day. The
first rail in 60-ft. lengths ever used for street railway service
was laid on Franklin and Easton Avenues in 1895.
Perhaps the best illustration of what St. Louis street rail-
ways are to-day is the fact that on St. Louis Day, the greatest
day of the Exposition, when the citizens of St. Louis and sur-
rounding towns turned out en masse to attend the Fair, the St.
Louis Transit Company carried in round numbers 1,151,785
people, including transfer passengers, in one day, and all this
without the tremendous congestion of crowds that is commonly
considered inseparable from such special holidays, when an
exceptionally large number of people must be carried in an
unusual direction. At no time did the crowds, either going
or coming, collect faster than the street railways were able to
transport them to their homes, and the people were delivered
at the Exposition gates at times faster than the Exposition
turnstiles could pass them through.
VERY EARLY WORK IN THE DEVELOPMENT OF ELECTRIC
RAILWAYS
The following is a digest of the first portion of a paper pre-
sented by Frank J. Sprague at the International Electrical
Congress at St. Louis, but received too late to allow the facts to
be incorporated in other articles published earlier in this issue.
Mr. Sprague's facts are so interesting that they should be in-
serted in this anniversary number :
Brandon, Vt., birthplace, and Thomas Davenport, black-
smith, father, are the names first on the genealogical tree of
the electric railway, in the year 1834. A toy motor mounted on
wheels, propelled on a few feet of circular railway by a primary
battery, exhibited a year later at Springfield, and again at
Boston, is the infant's photograph. This was only three years
after Henry's invention of the motor, following Faraday's dis-
covery ten years earlier that electricity could be used to pro-
duce continuous' motion. From the records of Davenport's
career, unearthed by the late Franklin Leonard Pope, this
early inventor was undoubtedly a man of genius deserving a
high place in the niche of fame, for in a period of six years he
built more than 100 operative electric motors of various de-
signs, many of which were put into actual service, an achieve-
ment, taking into account the times, well night incredible.
For nearly two-score years various inventors, handicapped
with the limitations of the primary battery, and in utter ignor-
ance of the principals of modern dynamo and motor construc-
tion, labored with small result. About 1838, a Scotchman,
Robert Davidson, of Aberdeen, began the construction of a
locomotive driven by a motor similar to that used by Jacobi in
his experiments on the River Neva, which was tried upon the
Edinboro-Glasgow Railway, and attained a speed of about 4
miles an hour. In an English patent issued to Flenry Pinkus
in 1840, the use of the rails for currents was indicated; also
in a United States patent issued to Lilley & Colton, of Pitts-
burg, in 1847.
In 1847, Prof. Moses G. Farmer operated an experimental
model car at Dover, N. H. ; and about three years later one
Thomas Hall exhibited in Boston an automatically reversing
car mounted on rails through which current was supplied from
a battery. These are said to be the first instances in which
rails were actually used as carriers of the current, as well as
the first time where there was a reduction by gear from the
higher speed on the motor to the lower speed of the driven axle.
About the same time Prof. Page, of our Smithsonian In-
stitute, aided by a special grant from Congress, constructed a
locomotive in which he used a double solenoid motor with
reciprocating plunger and fly-wheel, as well as some other
forms. This locomotive, driven by a battery of 100 Grove ele-
ments, was tried April 29, 185 1 , upon a railroad running from
Washington to Bladensburg, and attained a fair rate of speed.
Patents issued in 1855 t0 an Englishman named Swear and
a Piemontais named Bessolo, indicated the possibility of con-
ducting current from a conductor suspended above the ground,
and in 1864 a Frenchman namel Cazal patented the application
of an electric motor to the axle of the vehicle.
From 1850 to 1875 is a long period, relatively, and yet there
seemed to have been practically an entire cessation in the
United States of electric railway experimental work, until in
the latter year George F. Greene, a poor mechanic of Kalama-
zoo, Mich., built a small model motor which was supplied from
a battery through an overhead line, with track return, and
three years later he constructed another model on a larger
scale. Greene seemed to have realized that a dynamo was
essential to success, but he did not know how to make one, and
did not have the means to buy it.
Shortly afterward, in 1879, at the Berlin Exposition, Messrs.
Siemens & Halske constructed a short line about a third of
a mile in length, which was the beginning of much active work
by this firm. The dynamo and motor were of the now well-
known Siemens type, and the current was supplied through a
central rail, with the running rails as a return, to a small loco-
motive on which the motor was carried longitudinally, motion
being transmitted through spur and beveled gears to a central
shaft from which connection was made to the wheels. The
Siemens & Halske demonstration in Berlin was followed by
others for exhibition purposes at Brussels, Dusseldorf and
Frankfort, but no regular line was established until a short
one with one motor car at Lichterfelde, near Berlin, the first
in Europe, or in fact in the world. Shortly after, the same
firm installed at the Paris Electrical Exposition of 1881, a small
tramway about a third of a mile long, and used for the first
time overhead distribution. In this case the conductors con-
sisted of two tubes slotted on the under side, and supported by
wooden insulators. In the tubes slid shoes which were held in
good contact by an under-running wheel pressed up by springs
carried on a framework supported by the conductors, and con-
nected to the car by flexible conductors. The motor was placed
between the wheels, and the power was transmitted by a chain.
About the same time, Siemens constructed an experimental
road near Meran in the Tyrol, with a view of demonstrating
the possibilities of electric traction for the San Gothard tunnel,
582
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
and later other small lines at Frankfort, Molding and else-
where. These were followed by a comprehensive scheme for a
combined elevated and underground road submitted to the city
authorities at Vienna.
The invention about this time of accumulators directed at-
tention to the possibilities of the self-contained car, and in
1880 a locomotive with accumulators was used at the estab-
lishment of Duchesne-Fournet at Breuil, and in the following
year Raffard, with a large battery of Faure accumulators,
made experiments on the tramway at Vincennes.
In 1880 Dr. John Hopkinson, in describing the application
of motors to hoists, proposed both for them and for tramways
the simple series-parallel control for speed, a principle which,
combined with resistance variation, later became universal.
Meanwhile in the United States two inventors, Stephen D.
Field and Thomas A. Edison, began electric experiments al-
most simultaneously. Perhaps more than to any other, the
credit for the first serious proposal in the United States should
be awarded to Field. In February, 1879, he made plans for
an electric railway, the current to be delivered from a sta-
tionary source of power through a wire enclosed in a conduit,
with rail return, and in 1880-8 1 he constructed and put in
operation an electric locomotive in Stockbridge, Mass. (Field's
later work is described elsewhere in this issue.)
In the summer of 1882, Dr. Joseph R. Finney operated in
Allegheny, Pa., a car for which current was supplied through
an overhead wire on which traveled a small trolley connected
to the car with a flexible cable, and about the same time in
England, Dr. Fleming Jenkin proposed a scheme of telpherage
which was developed by Messrs. Ayrton & Perry.
THF FREIGHT PROPOSITION AS VIEWED FROM A PRACTI-
CAL STANDPOINT
BY EDWARD C. SPRING
A DIVERSITY of opinion ex-
ists to-day among the man-
agers of interurban electric
jfe tfb- railways whether it is more
advantageous to handle mer-
chandise at express or freight
rates. Each manager has his
own personal opinions and
ideas along these lines, and in
summing them up we cannot
but see that each man's opin-
ion is based upon the peculiar
circumstances prevalent on his
own property. The steam roads have the advantages over
us in this respect, because their conditions are more of a uni-
versal nature.
It was the writer's fortune, or misfortune, to be on the com-
mittee which drew up and put into execution the interchange-
able coupon book among various roads in the State of Ohio.
In this position he has learned to appreciate fully the diversi-
fied conditions that exist at present among the various roads
and the difficulties in harmonizing all these conditions so that
they would meet the requirements. The situation as respects
the adoption and operation of a successful freight or express
business is even more varied.
The road that serves large manufacturing and commercial
centers, where the consignee demands his goods at a given
time and whose business warrants his paying well for their
prompt delivery, can do an express business, charging express
rates, upon a profitable basis, whereas to engage in a freight
business, upon freight rates, would be suicidal to the company.
On the other hand, another condition of affairs exists with the
road that operates through a farming district and which caters
to the demands of the farmer, to whom time is but of a very
small consideration, and who wrangles with a Shylock modesty
over the fraction of a cent. Here an express business would
be entirely out of the question and only a freight traffic, with
the lowest possible freight rates, could be maintained. The
farmer has not yet realized the advantages which interurban
freight facilities afford, and charges in excess of his present
steam road rates are severely questioned. The merchants in
the various farming towns, knowing that the farmer will not
pay anything extra for a quick service, are equally unwilling
to pay more than the present steam road charges ; and the only
way that the electric railway company can hope to obtain a
local freight business under such conditions is to place its
rates on a par with those of the steam roads. Nevertheless,
there is no doubt that in many instances the hauling of heavy
freight through these farming sections can be made to show a
fair return if properly conducted.
The writer in this article will deal more particularly with
the handling of freight under the conditions described. The
road with which he is associated, on finding that an express
service could not be operated with profit, devoted itself entirely
to the freight traffic. In working up this business the company
has been obliged to do constant missionary work, but by show-
ing the farmer the advantages which the electric road affords
in this class of transportation, has been able to develop a very
profitable freight traffic. Tobacco, corn, wheat and oats, which
are the principal farming products of the community through
which the road runs, are carried in car lots to brokers in vari-
ous cities. The most serious obstacle to be overcome has been
the fact that the farmer does not, in any of his estimates, in-
clude his own time or that of his team. He will willingly
drive 25 miles and consume an entire day rather than pay one
cent more on the ton than he had previously paid to the steam
road. We are able to deliver our cars at various points on
the line, leaving them for the farmer to load during the day,
and thereby shortening his haul to the steam road.
The matter of transporting live stock in carload lots has
been demonstrated by this road to be a source of profit. It has
also been shown to be an advantage to the stock itself, inas-
much as live stock will depreciate on the steam road from 5 lbs.
to 6 lbs. per head during twenty-four hours transportation,
while we have been able to deliver live stock to the stock yards
in Dayton in from two to three hours time, with no perceptible
depreciation. We have also been able to utilize flat cars by
hauling them to the various sidings by our first passenger cars
out in the morning, leaving them to be loaded during the day,
and then bringing them in by our freight service later. I
thoroughly believe that a freight business can be maintained
through farming districts of this kind so as to show as great a
percentage gain over operation, all things being equal, as the
majority of the interurban express business; and I believe that
the freight department bids fair to rival the passenger depart-
ment in magnitude. Freight stations are being located in con-
nection with passenger stations in the various cities and towns
and traffic arrangements are being made with connecting lines,
so that the interurban electric road can deliver its freight at
the door of the merchant and the farmer with a frequency and
rapidity with which the steam roads cannot think of competing.
( )CTOBER 8, 1904.]
STREET RAILWAY JOURNAL.
583
Up to the present time steam road managers have been very
slow in the matter of exchanging freight in carload lots with
the interurban lines, but I believe that they are beginning to
realize that in the latter they have a strong ally, whereby they
can increase their own business in a way which they could
never before do. The interchange of freight in carload lots
and its delivery to the door of the merchant and the farmer in
remote towns, not to the steam road lines, gives an added profit
that they could not get from any other source. I believe that
it is for the interest of all roads doing freight business to in-
terest the steam roads in their section, not only to have an in-
terchangeable freight traffic arrangement, but induce them as
far as possible to pro rate with them in the handling of freight
in carload lots. This has already been accomplished in certain
parts of Ohio. It has taken the actual proof of these facts to
convince officials of steam roads, who, in most cases, have been
stubbornly blind to the true state of affairs.
In the conduct of our freight business the disposition has
been to follow steam road methods, representing, as they do,
the result of many years of experience, and I believe that we
can do no better than to take advantage of this experience in
the operation of our freight department.
The handling of garden truck is also fast becoming a source
of revenue to interurban freight handlers on account of de-
spatch in the carriage of perishable goods. The road with
which the writer is connected has become interested in a propo-
sition which is being put forward by the Ohio Cold Storage
Company to bring about a higher development of the farms
along the line in the production of staple commodities, such as
corn, wheat and tobacco. If the farmer to-day receives $70 to
$80 per acre for his yield, he considers he is getting a good
revenue for his labor, but the possibility of raising vegetables,
which will return him from $100 to $300 per acre, is interesting
a great many at the present time. Farmers' meetings have
been held in the various towns along the line and have been
addressed by officers and experts of the Cold Storage Company,
as well as by officers of the interurban company. Literature
from the Department of Agriculture has also been freely dis-
tributed along the road among the farmers. The Cold Storage
Company proposes to establish receiving stations and to collect
from the farmer at his very door all vegetables, paying for
them in cash at the current market price of the day. This will
add a new source of revenue to the road. Such a service, with
free rural mail delivery and telephone service, will give the
farmer, who now receives his daily paper by the traction line
before the ink is hardly dry, an independence equal to that of
the broker in his office on Wall Street. He will be in close
touch with the market prices of the day, and we will be able
to transport his farm products to the cities to take advantage
of that day's market quotations. It has already been demon-
strated that fruits and vegetables which are carried by the
electric roads are received in the market in such perfect con-
dition as to demand higher prices than those shipped over the
steam lines, where the rough handling causes considerable de-
preciation. There is still another plan that has been carried
out by our company, and that is taking a merchant's order for
his goods in the morning and placing it with the wholesale
houses in the various cities in time for delivery that afternoon.
The advantage which the interurban lines have over the
steam roads in catering to local freight traffic is shown in their
ability to deliver goods frequently and promptly between the
city and the suburban points. The frequency of freight ser-
vice is bound to build up the small shipment business, and
along these lines the merchants in the towns can order his
goods and not be dependent on the steam road freight service.
The merchant in being able to order his goods from day to
day is not obliged to carry as heavy a stock. The depreciation
of his stock is reduced to a minimum ; his insurance rates are
also reduced, and the income of the road is, of course, greater
on account of frequent shipments. The small merchants in
the various towns appreciate this service and have been quick
to take advantage of it.
I would not for a moment recommend any cut below the
steam road express or freight rates, particularly between com-
peting points. The interurban roads from the start have made
a very serious mistake in placing their passenger rates at too
small a figure, and many roads, particularly in Ohio, have real-
ized this, and have been forced to raise their rates for their
own protection. The quicker and the more frequent and regu-
lar service of the interurban lines will be a sufficient induce-
ment and will bring the major part of short-haul business to
them. This, together with the central location of freight sta-
tions in the various towns, will give the interurban lines an
advantage with which the steam roads cannot compete. The
accessibility of the electric lines, both to the shipper and the
merchant, will also always be an advantageous factor in favor
of the interurban lines.
I have not attempted in this article to enter into the matter
of express service, because I believe that a dividing line should
be definitely drawn between the freight and the express busi-
ness. Where the two are run in connection with each other,
friction and misunderstanding always arises. Indeed, the pol-
icy has been seriously considered by many roads whether it is
not always better to turn the express business over to some
independent express company. The operation of an express
service on a short road cannot, in my opinion, be maintained
as profitably by the railway company itself as by a regular ex-
press company, operating over connecting lines. We have the
example of the steam roads on this point.
I cannot but feel, in summing up this subject, that the inter-
urban roads through the country should get together in the
matter of standardizing their freight and express business, and
I believe that the arguments in favor of this course apply just
as forcibly to this department of their service as in that of
standardizing equipment. And as the problems are adjusted
we shall see the results in cheaper operation and increased rev-
enue. The construction which has demanded our attention
up to the present time is a thing of the past, and we must now
give more thought and attention to the matter of successful
and judicious operation.
-^♦^
"You have come here from all parts of the country for the
purpose of forming a national street railway association.
Some one may ask what interest in common, affecting the street
railways of the country, corporations local in their character
can have that would seem to call for an organization for their
protection. I would say that, probably, our association is not
to be formed so much to protect as to promote them. The
street railways of this country have grown so rapidly during the
past ten years, and are still growing with such rapidity, that
an association of this character seems highly desirable. * * *
If there is any benefit to be derived from this association, the
young companies, just starting in growing places, will profit
by it more than the large companies. They will receive the
benefit that may arise from a knowledge of the various inven-
tions that will be exhibited and discussed at our meetings, and
from the experience of the older railroad men whom they may
meet." — From the Boston Meeting, 1882.
5«4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
ELECTRIFICATION OF THE NEW YORK CENTRAL & HUD-
SON RIVER RAILROAD IN THE NEW YORK ZONE
BY WILLIAM J. WILGUS
THE electrification of the pas-
senger traffic of two of the
most important steam railroads
in the world, for distances of
from 25 miles to 35 miles,
radiating from a terminus in
the greatest city on the West-
ern Hemisphere, may well be
termed the marking of the
commencement of a new
epoch in the history of trans-
portation.
For over seventy years the
steam locomotive has held undisputed and honorable posses-
sion of the field of long-haul traffic, and has steadily grown in
weight and power from the y;/2-ton "Rocket"' of Stephenson,
with its train of two ancient coaches weighing gl/> tons, to the
150-ton "Central Atlantic" type of to-day, hauling trains of
nearly l/4 mile in length and weighing over 800 tons.
The time has arrived when changed conditions in great
centers of population demand a different system of trans-
portation on our trunk lines than has heretofore existed. Mod-
ern steam locomotives capable of hauling through passenger
and freight trains will still dominate where units are compara-
tively infrequent and the haul long, but even for this class of
service on roads with heavy traffic, electricity will gradually
supplant steam as the cost of producing current decreases in
central power stations and the cost of equipment is lowered,
due to cheapened methods of manufacture, the use of water
power, and the invention of labor-saving and more efficient
devices.
The traveling public within what may be termed the sub-
urban zones are no longer satisfied with trains of many cars
hauled by heavy locomotives at lengthy intervals ; neither do
they longer tolerate with patience the smoke, gas, cinders and
noise inseparable from the steam locomotive. In other words,
the steam railroad, if it would successfully hold and multiply
its suburban traffic, must offer the advantages to which the
public has become educated by the marvelous development of
electric railways within the past twenty years. Trains at short
intervals, quick acceleration, frequent stops for local trains,
independent tracks for express service, and the absence of
products of combustion, all of which are possible only with the
use of electricity, make the outlying districts attractive to the
toiler in the city and thereby propagate traffic. The cultivation
of suburban service, too often neglected and despised by steam
railroads, in addition to its own pecuniary reward, has the even
greater advantage that comes from the long-haul passenger
and freight traffic of the growing communities thus fostered by
a popular local service.
Furthermore, it would seem that the steam railroad, already
owning its right of way and terminals, and in possession of the
field, is better qualified to develop suburban traffic than newly
constructed electric railways that invest their capital on
chances of building up a remunerative traffic in opposition to
existing lines.
Having these objects in view, the New York Central & Hud-
son River Railroad Company in 1899 commenced a careful
study of the problem of changing motive power within what
has been termed the "New York Zone," south of Croton, on the
Hudson division main line, and on the Harlem division south
of White Plains. This study also necessarily included the
handling, in a similar manner, of the through and suburban ser-
vice of the New York, New Haven & Hartford Railroad south
of the point of junction at Woodlawn.
The natural conservatism of a large corporation like the
New York Central & Hudson River Railroad Company, and
the unprecedented magnitude and importance of the change,
led to a more than ordinarily careful and deliberate considera-
tion of the abandonment of the long and well-tried steam loco-
motive for a comparatively new method which had not yet
been employed for the peculiar character of service existing on
two of the principal trunk lines of the country.
The hauling of 800-ton trains laden with passengers, mail
and express, at speeds exceeding 60 miles per hour, with regu-
larity and safety, had not been attempted by electricity. The
Grand Central Station, with its complex system of tracks and
switches and handling from 500 to 700 trains in twenty-four
hours, presented a problem of unusual difficulty. Moreover,
the change of power naturally involves the embarrassment in-
cidental to the successful maintenance of an existing enormous
traffic in conjunction with radical changes in roadbed and
structures. As a result of this thorough investigation of the
entire subject, the company finally decided in 1902 to proceed
with the change of motive power, and in the following year the
State and municipal authorities gave their sanction.
This decision carries with it the necessity for the improve-
ment and enlargement of the Grand Central Station ; the in-
creasing of the size of the Grand Central yard, and the de-
pression of the grades in such a manner as to permit the
passage overhead of cross streets from Forty-Fifth Street to
Fifty-Sixth Street, inclusive; a new underground suburban
terminal beneath the station, with the possibility of a connec-
tion with the Rapid Transit Subway in Forty-Second Street;
the four-tracking of both the Hudson and Harlem divisions
within the electrical zone ; the elimination of grade street and
track crossings within the same zone; the straightening of
alignment at various places, as for instance at the Marble Hill
cut-off in the Borough of the Bronx ; and important station
improvements at many places.
The planning and executing of the portion of the problem
involving electrification of traffic has been intrusted to a com-
mission comprised of J. F. Deems, B. J. Arnold, F. J. Sprague,
George Gibbs and the writer, with a secretary, E. B. Katte,
who also acts as electrical engineer of the company. The com-
mission holds weekly meetings and fixes principles and policies
that are carried out by a technical corps under the jurisdiction
of the electrical engineer. This organization has worked ad-
mirably.
After the commission had settled upon the scope of territory
to be electrified and had decided that the peculiar conditions
in the neighborhood of New York justified the adoption of
direct current as preferable to alternating current, contracts
were awarded for the larger portion of structures and equip-
ment. It should be here noted that for obvious reasons,
through cars originating from points all over the country could
not be individually equipped with motors, and that therefore
electric locomotives for through trains are a necessity. Sub-
urban cars, however, the use of which is confined to the elec-
tric zone, are to be equipped with multiple-unit controlled mo-
tors. This arrangement, by confining the use of locomotives to
the through trains, entirely eliminates the delays and expense
of switching suburban cars, and thereby enormously increases
October S, 1904.]
STREET RAILWAY JOURNAL.
585
the capacity of the terminals. The multiple-unit system also
improves the elasticity of service by permitting the building up
of short interval trains from single to many cars, as circum-
stances require, without a corresponding loss of acceleration
and without an undue increase in the cost of train service.
The desirability of harmonizing all of the larger electrical
installations in the vicinity of New York, such' as elevated,
surface railways and subways, led to the selection of 11,000-
volt three-phase alternating current for the high-pressure trans-
mission lines between the central power stations and the sub-
stations, and 600-volt direct current for the low-pressure con-
ductors and third rail.
Two central power stations, cross-connected, with an ulti-
mate capacity of 40,000 hp each, have been decided upon, either
of which, in the event of the disablement of the other, is capable
of handling the entire load by using the spare units. One sta-
tion is under construction at Port Morris and the other at
Yonkers, and both are located on navigable waters so as to be
accessible for boat as well as rail coal. The most interesting
departure from the usual practice in modern power stations is
the adoption of 5000-kw steam turbines of the Curtis type in-
stead of reciprocating engines. Attention may also be called
to the adoption of water-tube type boilers in units of 625 hp,
each equipped with internal superheaters generating steam at
200 lbs. pressure and superheated to 200 degs.
The handling of through trains by electricity presents many
very interesting problems. The wide range of train weights
and speeds now requires many types of steam locomotives,
whereas the adoption of electricity makes possible the use of
but one type and size of locomotive, capable of being governed
and grouped so as to be suitable for both main line and switch-
ing service. From the several plans submitted in accordance
with the general requirements laid down by the commission, a
selection was made of the design offered by the General Elec-
tric Company, consisting of a double-ended 2200-hp electric
locomotive, equipped with a new type of gearless bipolar mo-
tors. The total weight of this machine is to be 85 tons, of
which 67 tons will be borne on four pairs of drivers. Compared
with existing steam practice, it will be interesting to note that
the heaviest "Atlantic" type locomotive of this company weighs
150 tons, including the tender, of which but 47 tons are on the
two pairs of drivers. It will therefore be seen that for every
pound of effective draw-bar pull, the steam locomotive has a
weight of 12.2 lbs. as compared with the electric locomotive's
economical weight of but 5.2 lbs. This gives in a single elec-
tric unit over 25 per cent greater weight available for traction
than the largesc steam locomotive now in use in this service,
with 43 per cent less dead weight, and with 29 per cent less
weight on each axle. Moreover, the electric locomotive will
have an entire absence of counterbalancing of drivers and
twist from reciprocal motion, both of which are so destructive
to track and roadbed.
The question of size and exact character of the suburban
cars has not yet been settled. Unfortunately, a car designed
for the comfort of passengers riding comparatively long dis-
tances will be too large to enter the subways, and therefore an
interchange of equipment may be found to be impossible. In
any event, convenient facilities for the interchange of passen-
gers between the trains of this company and those of the sub-
ways and elevated and surface railways will be afforded at the
Grand Central Station, and also at several exterior points north
of the Harlem River.
For the purpose of testing and making improvements upon
locomotives and cars as fast as they are completed, the railroad
company is arranging for an experimental track 6 miles in
length, near Schenectady. It is expected that the trial of the
first locomotive will be made during the present month.
From these proposed improvements thus briefly outlined, the
railroad company anticipates a marked increase in the comfort
and safety of its passengers, and consequently a decided in-
crease in suburban business. Property abutting on the railroad
will naturally increase in desirability as a result of the with-
drawal of the annoyances unavoidable in the operation of the
steam passenger locomotive. The beautiful territory along the
Hudson and Bronx Rivers and Long Island Sound, under these
favorable conditions, will grow rapidly in popularity for home-
seekers, to the mutual advantage of the railroad company and
of the public. What is also of great importance, the adoption
of electricity makes possible the future reclamation of between
30 and 40 acres of overhead space in the territory occupied by
the terminal yard in the heart of the city of New York, which,
instead of being left open as required with steam operation,
may be utilized by the company for superimposed structures
in any manner best suited for its purpose.
THE VAN DEPOELE ROAD AT MONTGOMERY
BY E. M. BENTLEY
fgm^ DURING the years 1886 and
' '*&aw\ 1887, the Van Depoele Elec-
I trie Manufacturing Com-
jlp J<|P yf pany, of Chicago, equipped
and put into commercial
operation fourteen electric
railways in different parts
of the United States and
Canada. It is interesting,
at this time, to note the list
of places wherein these
early railways were in-
stalled : Appleton, Wis. ;
Binghamton, N. Y. ; Detroit, Mich.; Fort Gratiot, Mich.;
Jamaica, N. Y. ; Lima, Ohio ; Port Huron, Mich. ;
Scranton, Pa. ; Windsor, Ont. ; Ansonia, Conn. ; Dayton, Ohio ;
Wheeling, W. Va. ; St. Catherine, Ont. ; Montgomery, Ala. Of
these, the roads at Ansonia, Conn., and Wheeling, W. Va.,
were not completed until early in 1888.
The most interesting one was that at Montgomery, Ala.,
since it was here that there was used for the first time, on a
large commercial scale, the now well-known underrunning
trolley and the modern overhead construction, substantially as
it exists at the present time. It was in the summer of 1886
that Mr. Van Depoele first equipped a trial line with two cars
for the Capitol City Street Railway Company at Montgomery.
These cars were operated for nearly 2 miles on Court Street,
and, by reason of their success, the Van Depoele Company was
in September, 1886, given a contract to equip the entire street
railway system of the city. The work was immediately started,
and in May of 1887 the road was opened for public business.
The lines equipped included between 12 miles and 14 miles of
track, with numerous curves and switches, and operated four-
teen cars. The trolley pole was placed near the for-
ward end and, as the road was operated with loops or turn-
tables, the cars and trolleys were not reversible. The overhead
trolley wire was supported as in modern systems by cross wires,
586
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
which, in some places on Commerce Street and on Dexter Ave-
nue, were anchored to the buildings on either side. Of the
fourteen cars, ten were equipped with 10-hp motors and four
with 15-hp motors. The motor was placed at the front end of
the car and geared directly to a countershaft, which in turn
was connected to the axle by a sprocket chain. It is particu-
larly interesting to note that in this road the central station was
equipped with two generators of 250-hp each, this being a time
when such large units were rare, if not practically unknown,
in central station equipments in the country.
•
ELECTRIC TRACTION UNDER STEAM-ROAD CONDITIONS
BY LEWIS B. STILLWELL
TH ERE exists a growing conviction that electricity is
destined to supplant steam in traction work, not only
within the limits of our cities, not only in light and
frequent interurban service, but also upon trunk-line railways
in both freight and passenger transportation. The electric
motor has banished the horse and the steel wire cable from
our tramway service, and in suburban and short-haul interur-
ban service has realized possibilities of utility and convenience
which the steam locomotive is barely capable of suggesting.
The most conservative engineer will admit that the further
possibilities of a method of applying power to traction pur-
poses, which has accomplished these things, are worthy of
careful consideration even when the supremacy of that mar-
velous servant of man, the steam locomotive, is challenged.
General substitution of the electric motor engine and motor
car for the steam locomotive in handling freight and passenger
equipment obviously is a very long step — it should not and
cannot be taken in a day or a year. The variety of conditions
to be met; the magnitude of the interests involved, alike de-
mand that the new method if adopted at all shall be applied not
rashly, but conservatively and wisely — not by assuming that be-
cause it has attained a remarkable operative and financial suc-
cess upon the Manhattan Railway Company it should be
adopted at once by the New York Central Railway for oper-
ation of its entire system between New York and Buffalo, but
by competent study of the many factors that enter into the
problem as defined by the peculiar conditions and requirements
of each individual case. The limits of this communication pre-
clude any attempt to discuss this interesting and important
subject in detail, but it may be of interest to point out briefly
certain facts which show that the time for most earnest and
serious consideration of the possibilities of the electric motor in
heavy railway service has arrived. Among these are the fol-
lowing :
First — For three years alternating-current motors have oper-
ated both freight and passenger service upon the Valtellina line
in Italy, under conditions and upon a scale sufficient to permit
direct comparison of relative operative and financial results
attained as compared with those previously secured in steam
operation. The comparison demonstrates the decided superi-
ority of electricity in this case in which traffic approximating
200,000 ton-miles per day over a railway 66 miles in length, in
mountainous country having a severe climate, is handled with
entire success by tri-phase alternating-current motor equip-
ment.
Second — There are now available on the market two vari-
able-speed single-phase alternating-current motors of Ameri-
can design and at least two of European design, each of which
is guaranteed by a responsible manufacturer. These motors
are practically as efficient as the standard continuous-current
series-wound motor, which they resemble closely in speed
characteristics.
'I bird — Transmission of power by alternating current even
in northern climates is now effective and thoroughly prac-
ticable at potentials as high as 50,000 volts (plants using this
potential are in actual service), and at this voltage a line of
railway 300 miles in length can be supplied satisfactorily from
a single power house located approximately at its middle point.
Fourth — A pound of coal burned under the boiler in a
modern power house, if utilized by electric transmission and
motors, will haul a given load certainly not less than twice, and
as compared with average existing conditions of steam railway
service, probably not less than four times as far as it will if
burned in the fire-box of a steam locomotive.
Fifth — Experience lias demonstrated the economy resulting
from the employment of long trains, and in the effort to in-
crease length of train the weight of locomotives has been in-
creased steadily from year to year, the additional weight in
many cases implying the necessity of using heavier rails and
strengthening the entire permanent way at great expense.
Moreover, freight trains are now so long and heavy that the
cost of maintaining the rolling stock equipment has become
abnormal by reason of the great strains to which draw-heads,
couplers, and, in fact, the entire car, are subject. By tried
methods of electric traction, motor equipment may be dis-
tributed at intervals throughout the length of a train and all
controlled with ease and safety by the operator at the head of
the train. This method makes it easily possible to operate
trains of greater length than can be handled by steam, while
the maximum weights to which the permanent way is subjected
are greatly reduced by the elimination of the locomotive.
Sixth — In the operation of steam railways, wages of engi-
neers, firemen and round-house men constitute on the average
about one-third the cost per locomotive-mile. Judging from
the experience of our electrically operated elevated railways,
the adoption of electricity in general railway service will greatly
reduce the aggregate cost of this very important item of ex-
pense.
Seventh — The maintenance of the electric locomotive is
materially less than that of the steam locomotive, notwithstand-
ing the at present higher first cost of the former. This state-
ment rests upon experience and is very conservative. In the
operation of the Manhattan Railway the total cost of main-
tenance of rolling stock since electric traction has been adopted
has been materially reduced, notwithstanding the fact that two-
thirds of the cars are equipped with motors and control appa-
ratus, and notwithstanding the fact that the rate of acceleration
and of braking is now about three times what it was when
steam locomotives were employed. In the opinion of the
writer, the cost of maintenance of an electric locomotive per-
forming the work of a steam locomotive under average condi-
tions of trunk-line operation will be less than one-half the cost
of maintaining the steam locomotive.
Eighth — Electric locomotives can be kept in operation almost
continuously, consequently the number required for the oper-
ation of a railway is much less than the number of steam loco-
motives necessary to take care of the same service.
Ninth — Electric power supply being available at all points
along the line of the railway, passenger stations, freight sta-
tions and yards can be lighted and transfer cables, cranes, der-
ricks and tools operated at very low cost.
Tenth — The tri-phase alternating-current system as devel-
October 8, 1904.]
STREET RAILWAY JOURNAL.
5«7
oped by the Ganz Company, of Buda-Pest, presents possibilities
of economy in the operation of mountain divisions, (1) by
reason of its distinctive feature of recuperation, and (2) by
reduction in wear and tear of brake rigging and wheels, which
results from the fact that in running down grade the motor
equipment acts as a magnetic brake and absolutely prevents the
speed of the train exceeding the synchronous speed of thi
motors.
Eleventh — Automatic devices which instantly shut off the
power if the motorman for any reason removes his hand from
the control handle constitute a valuable safeguard to the travel-
ing public for which it is impracticable, apparently, to find an
equivalent in steam operation.
As regards objections to the use of electricity, aside from the
cost of necessary installation and equipment, there are but two
of importance, viz. : Interruption of service by failure of the
power supply, and danger to employees and the public from
the trolley and feeder circuits. As regards the former, the
fact that occasional interruptions of the power supply are
liable to occur should be recognized. It is safe to say, how-
ever, that the total delays to traffic which are liable to result
from this cause will be less than the total delays which now
result from the breakdown of engines and in cold weather from
their failure to make sufficient steam. In respect to the danger
from trolley and feeder circuits, if strictly first-class mechani-
cal and electrical construction is insisted upon and attained,
it can be practically eliminated.
In the foregoing I have not referred to the special advan-
tages of electricity which result from the elimination of smoke.
These advantages, as is generally realized, make it an ideal
motive power for railway operation within city limits. In tun-
nels and subway construction its use is recognized to be prac-
tically imperative, and the great work which several of the most
important railways in the country have recently undertaken in
the electrification of their city terminals has attracted universal
attention.
The adoption of electricity as motive power at terminals of
trunk lines creates in itself a reason for the general extension
of the use of this new motive power outside the city limits in
order to avoid the delay which necessarily results from chang-
ing engines at the city line.
In the case of railway companies which may be in position
to raise the necessary capital, decision of the question of adop-
tion or non-adoption of electricity upon any given railway sys-
tem or part thereof will be based primarily upon determination
of the aggregate value of the economies and other advantages
above referred to, balanced against the annual cost of the new
equipment required.
Accurate generalization is, of course, impracticable, but
under average conditions electricity will show a profit in the
operation of railways where the daily traffic exceeds 10,000 ton-
miles per mile of double-track line.
There are many places to-day where the intelligent substitu-
tion of electricity for steam would not only pay the entire cost
of the change of equipment, but would realize a very handsome
reduction in cost of operation. This is particularly true, of
course, on mountain divisions and on lines of dense traffic.
There are also many branches of our trunk-line systems where
great gain would result, not perhaps from reduction in cost of
operation, but from increase in revenue which would assuredly
follow more frequent and otherwise attractive service. It is
precisely in this field that our great railway systems can best
begin the use of electricity. Some of them have already done
so. Ear-sighted directors, managers and engineers of many
others are seriously considering the new motive power.
In closing, I would point out the great importance of
adopting promptly uniform standards of practice in the
electric equipment of railways in order that trouble and expense
may be avoided in the future. The advantages of a standard-
track gage are now universally recognized ; scarcely less im-
portant will be uniformity of frequency, number of phases em-
ployed and relative position of the overhead electrical con-
ductors and the track. Thanks to the transformer, uniformity
of potential on the trolley line is less imperative, although
highly desirable. It would seem that the American Society of
Civil Engineers and the Institute of Electrical Engineers might
co-operate with each other and with the manufacturers of
electrical apparatus in a systematic attempt to fix these stand-
arris.
THE DEVELOPMENT OF DIRECT-CONNECTED GENERATORS
BY LOUIS BELL, PH. D.
HE evolution of the direct-connected generating unit is
almost too recent to pass as history. During the early
years of electric railway development such a thing was
unheard of. The Corliss type of engine reigned supreme in
every station that made any pretense to economy of operation,
and the rotative speed of this type was, and for that matter
still is, far too low for economical direct driving save in very
large sizes. And such sizes were not in demand in the early
days of the art.
As every one remembers, the early electric cars were, many
of them, converted horse cars or cars built rigorously on the
old horse car lines. The game began with not over 15 hp of
motor capacity per car, and it took a good-sized road to de-
mand a maximum output of 150 or 200 kw. There was abso-
lutely no incentive for several years to stimulate the building
of anything save small belted machines. When electric trac-
tion began as a commercial proposition, and for several years
after, there was not a d. c. multipolar generator of any kind
in the country, if one excepts a few small machines designed
by Bradley, who was the American pioneer in modern multi-
polar construction.
The canonical power station of the beginnings of electric
traction was a structure equipped with one or two simple low-
speed Corliss engines with mighty fly-wheels belted to a line-
shaft with clutch pulleys. From these were driven two or
more bipolar 500-volt generators of 50 to 75-kw capacity each.
They were not bad generators, either, those old high-speed
machines, and some of them are doing good service vet. The
old Thomson-Houston D-62 machine and an Edison dynamo
of similar capacity were w.ell designed and robust machines,
considering that the armatures were still surface wound, and
that castings of first-class permeability were in those days
practically impossible to obtain.
The small output of these bipolar machines proved to be a
very serious inconvenience, and the amount of shafting, belt-
ing and space required had a serious effect on both first cost
and efficiency. No ingenuity can avoid losses when a score of
small machines has to be employed to give the output required.
About 1890, therefore, or very soon afterwards, there began to
be a vigorous call for larger generators and a very little con-
sideration showed the manufacturers that increase of output
required passing to multipolar construction. If the writer re-
members correctly, the largest bipolar railway generators
attempted were oi too-kw output and proved rather unsatis
588
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
factory owing, probably, to high rating in the attempt to keep
down the expense.
The first of the multipolar railway generators, turned out
almost simultaneously by several makers, were 4-pole machines
of 75 to 100-kw capacity, at first with surface-wound armatures
of Gramme type. The passage from this crude construction,
due to fear of commutating difficulties, to multipolar drum
winding was rapid, although the generators were still belt
driven. Speeds were fairly high, say about 400 to 750 r. p. m.,
and the earlier generators gave some trouble from sparking.
This was gradually eliminated, but it was usual to find among
the various sizes turned out by any one maker certain which
were conspicuously better than the others in their performance.
The belted multipolar railway generators increased rapidly in
size as the electric roads grew and demanded more and more
power, and in 1892 a multipolar machine of about 500-kw
capacity, then the largest railway generator in the world, was
set up in Los Angeles by the Westinghouse Company. This
was, if memory serves the writer, a six-pole machine, and was
rope driven. It was certainly the first step toward the modern
big generator, although of too high speed to be directly con-
nected to any first-class engine then in current use in this
country.
It is somewhat difficult to analyze the causes which hindered
the earlier development of the direct-connected unit. Chief
among them was the question of cost. In the early days of
dynamo design the engineer was constantly hampered by the
difficulty of getting material of first-class permeability. To get
any considerable density of magnetization in the poles meant
a very uneconomical field winding, and a weak field meant an
uneconomical armature winding and difficulty from sparking.
These considerations blocked the way on large bipolar ma-
chines and hampered all the earlier multipolar designs. Con-
currently with these troubles ran a fear of slot-wound arma-
tures from the standpoint of commutation. A rather weak
field and a drum armature of the ironclad construction meant
sparking.
With improvement in the permeability of castings, and par-
ticularly with the introduction of steel castings for the fields, at
about the date last mentioned, came relief. It became pos-
sible to get a compact and powerful multipolar field and to
push the armature teeth economically to a point of saturation
that greatly facilitated the use of ironclad armatures. With
this construction, which produced sharply localized thermal
loss in the teeth, came extra need of armature ventilation, and
this condition once established made possible an increase of
current density in the copper. The result was the rather rapid
change in design that has made the modern generator pos-
sible. The long armature and massive field construction gave
way to light fields worked at high density and short armatures
of rather large diameter. With such construction it was not
a long step to sufficient increase in the number of poles to
permit direct connection to engines of moderate speed. Of
course, it is well known that direct connection of electric gen-
erators to steam engines had been long practiced here and
there. The old Edison "Jumbo" machines with all their dis-
advantages of design had been in some measure successful, and
had certainly done good service to the extent of preparing the
way for the ready acceptance of improved apparatus. But the
essential point was to secure direct connection to engines of
high economy, which meant here compound or triple expansion
machines of rather low rotative speed — say 80 to 120 r. p. m.
Abroad direct coupling to engines had been accomplished in
England by Willans and others, and the way had been cleared
in Germany by the construction of slow-speed direct-coupled
generators for electric lighting. So far as America is con-
cerned, the equipment of the Intramural Railway at the Chi-
cago Exposition in 1893 marks an epoch. The generators,
while not enormously larger in output than some of their pre-
decessors, were coupled directly to compound modern engines,
and in them the design had been so successfully worked out
that they were an instant and evident hit with every railway
man who saw them. That railway in fact was the beginning of
the modern period in electric traction, and the generators set-
tled once for all the question of direct coupling.
Beyond this point the main question was merely one of size.
It must not be supposed that this was a trivial matter because
it proved to be not difficult of settlement. With lowered speed
and augmented capacity the field frames of direct-coupled
dynamos became engineering structures instead of machine
parts. To support them against the mechanical and magnetic
stresses required what practically amounted to a girder con-
struction, in the earlier forms a modified plate girder, in the
later ones an approximation to a lattice girder. The commu-
tators and brush holder rings likewise grew to almost archi-
tectural dimensions, but all these details were quickly and
effectively worked out, and within a couple of years after the
Chicago exhibit the dynamo builder was ready to meet practi-
cally any demand that his customer might make. It is worthy
of comment, too, that in this period of very rapid growth in
the art there were remarkably few failures, and what of diffi-
culty there was could generallv be charged up to the engines
rather than to the electrical part of the equipment.
It must not be supposed for a moment that the railway gen-
erator of to-day differs from its ancestor a decade since merely
in magnitude. There has been steady progress in design, in
the direction of improved performance and cheapened con-
struction. Ten years ago comparatively little was known of
the fine art of commutation. In early days, the criterion at the
commutator was volts per bar, coupled with a general realiza-
tion that as the current per coil rose the practicable volts per
bar fell. The rise of alternating-current apparatus very soon
began to put emphasis on the phenomena in armature coils
and gave broad hints on the treatment of coils under commuta-
tion. A study of field distribution of magnetism let in addi-
tional light, and experimental data on commutator surface and
the action of brushes did the rest. The net result is that with
less costly and complicated commutators than of yore the ac-
tual performance has been very much improved, and serious
sparking now generally means gross lack of care. Some new
mechanical problems arose in the construction of large com-
mutators, but these were soon solved. It must not be sup-
posed, however, that the present-day engineer knows all about
commutation. Not yet, by long odds, and although himself
an earnest and sincere "rooter" for alternating currents, the
writer is strongly of the opinion that the issue can not be laid
aside, like free silver, as dead to the world. One can yet learn
a thing or two about commutation of relatively high-tension
currents, an art little encouraged here but practiced with con-
siderable success abroad.
It is quite possible that the introduction of alternating cur-
rent for railway motors may reach a point of development that
will put direct current permanently out of business, but it is
undeniable that with the methods now in vogue a rise of the
working voltage, even to a moderate extent, would greatly
facilitate the operation of long interurban lines, and for reach-
ing this end a little further study of commutation is desirable.
Another very important direction in which great advance
October 8, 1904.]
STREET RAILWAY JOURNAL.
589
has been made is in the matter of heating. Each year sees
ventilation carried successfully a step further, with the result
that not only do modern machines run on the whole much
cooler than the older types, but they are smaller and cheaper
for the same output. This line of improvement has really
been followed through every class of electrical apparatus with
most admirable results. There is good reason to think that the
limit is far from being reached yet. As the art of commutation
has advanced it has been possible to push the output further
and further without bad results, and in railway motors at least
there is something to be said for the merits of forced ventila-
tion.
The economics of this question as regards generators de-
serve to receive far more attention than has yet been given
them. There has been altogether too little realization of the fact
that so far as electrical efficiency is concerned there is a maxi-
mum beyond which it does not pay to go. Of course, in the
extreme case, everyone understands that to raise the efficiency
of a generator from 96 per cent to 97 per cent costs something,
but that is not the whole story. Take, for example, a 1000-kw
generator. The cost of its output the year round may amount
to, say, $100 per day. If, from the same structure, without
running at a materially higher temperature, one could obtain
50 per cent more output, the general charges of interest, de-
preciation, cost of power house structure to cover the machines
and even of attendance, would be materially less per kilowatt-
hour, and one could well afford to lose a part of this gain in
lessened efficiency for the sake of securing the rest. The same
considerations apply forcefully to transformers where one gen-
erally has to pay high for the last per cent of electrical effi-
ciency, and even to station equipment, which may cause one
to pay dear in fixed and maintenance charges for fancied
immunity from hypothetical accidents. The long and short
of the matter is that the total cost of energy per kw-hour, and
not the mere operative cost, is the true criterion of station effi-
ciency. Unhappily the costs of power are nearly always given
with the fixed charges of every kind eliminated, so that com-
parisons of station efficiency from the dollar-and-cent stand-
point are very difficult to make.
Right along this line the turbo-generator calls for considera-
tion. One of the things greatly to be desired for the sake
especially of the smaller stations is a d. c. turbo-generator for
railway service. One strong point of such machinery is its
good efficiency at low load factors, which generally exist in
stations for roads of moderate size. In very large stations,
where the load factor is generally high, and can be kept high
by regulation of the number of machines in service, efficiency
at half and quarter load is a matter of much less moment.
When d. c. turbo-generators of moderate size can be had and
prove thoroughly good, the station designer will have his task
much simplified. Some steps have been taken in this direc-
tion, but much remains to be done. Of turbo-generators at
large it can fairly be said that they must tend strongly to econ-
omy in the matter of fixed charges to an extent that offsets to
a very considerable extent any possible losses in steam effi-
ciency. But if direct current is to be the electrical product of
the station, one must at present use rotaries or motor genera-
tors, which not only raise the general expense but lower the
efficiency very materially. Hence this plea for d. c. turbo-
generators. If the direct current has got to go, as it surely
must if the alternating-current traction motor is perfected,
this question will become a dead issue ; but so long as trolley
systems are fed by direct current, direct-coupled turbo-genera-
tors will fill a long-felt want. Future improvements in direct-
connected units for direct current must be mainly along the
line of intensified output. As they exist to-day they are won-
derfully reliable machines, of high efficiency and excellent op-
erative qualities. They have advanced greatly in the ten years
passed, and although just now thrust into the background by
the huge alternators used in the big power transmission sta-
tions, can not yet be forgotten, laid aside, or denied the atten-
tion that leads to further improvement.
Electric traction is just at present in a stage of rapid evolu-
tion. The alternating street car motor is here for better or
worse, and heavy, high-speed railroading looms in the distance.
It is a time for watching developments, but we are not ready
to lay the d. c. generator on the shelf yet. Pushing its output
and improving the properties of the prime mover are the tasks
of the next few years. Turbines, high superheating in these
and other engines, and, perhaps, the internal explosion en-
gines, are the steps to be taken toward further improvement,
whether the direct-current generator holds its own or is pushed
to the wall by the final triumph of the hard-fighting alternat-
ing-current contingent.
\ RELIC OF BY-GONE AGES— HORSE CAR USED BETWEEN
BROOKLYN AND JAMAICA IN THE EARLY EIGHTIES
STREET RAILWAYS DURING THE LAST DECADE.
IN this sketch of the development of the street railway indus-
try no attempt will be made to recount the history of the
American street railway prior to 1894. A short account of
street railway development from 1832 to 1894 appeared in the
tenth anniversary number of the Street Railway Journal,
and this, with the testimony presented by the pioneers them-
selves elsewhere in this issue, covers the origin and early
history of the electric street railway. There remains, there-
fore, only the pleasant task of sketching briefly the steps
by which the industry with its invested capital, in 1894, of
$1,300,000,000, has grown to man's estate, with a capital in-
vestment in 1904 of about three and a quarter billion dollars
and occupying an important place in the social and economic
welfare of the entire country.
It is somewhat of a peculiar coincidence that the evolution of
the electric railway should be so clearly marked into well-de-
fined stages by the opening and closing years of the two de-
cades which terminate with 1894 and with the present year.
The first commercial trolley railway was that installed by Van
Depoele at the Toronto Exposition of 1884, and the ten years
from 1884 to 1894 may properly be considered the era of the
city railway. In 1894 this form of road had about reached its
full development, and if it had not been for the introduction of
the three-phase system of power distribution electric railway
construction would undoubtedly have begun to wane. It was
in 1894 that three-phase system of power transmission was first
practically applied to railway work, rendering the economical
distribution of electricity, and with it the interurban railway,
possible.
As 1894 constituted the beginning of the "interurban decade,"
is it not possible that 1904 will mark the beginning of another
and equally as important an era in heavy traction service?
Coming events cast their shadows before, and the improve-
ments announced during the past twelve months in methods
of power generation and its more economical utilization at the
axle by means of single-phase motors portend, if we read the
indications aright, a still greater development than has hereto-
fore been experienced ; one, indeed, which may mean the con-
version of a considerable proportion of the present steam
railroad system of the country with its 283,000 miles of track.
This article must be devoted, however, to an account of what
has been accomplished, not to a foretaste of what is to come.
Laying aside then the pen of prophecy for the safer though
more prosaic one of history, an attempt will be made to sketch
briefly the street railway conditions in this country as they
existed a decade ago, and to refer to the most important events
of the succeeding ten years.
This year marked the date at which the pro-
motion stage of the electric railway as a
system was practically over and when
operating questions, especially that of de-
preciation, began to be considered. The
previous decade, which had opened with
the electric railway in an experimental
stage and with capitalists, city councils, and even street rail-
way managers, suspicious of the new motive power, had closed
under entirely different conditions. The initial mechanical
and electrical difficulties had been overcome; the traffic which
had been stimulated by the introduction of an improved motive
power, had risen by leaps and bounds; the old period of dis-
trust of the electric railway as a system had given place to an
enthusiasm almost as unreasonable, and depreciation caused
by natural causes and by advances in the art was forgotten for
the time by city councils, as well as by many promoters, capi-
talists and street railway companies. Those who had been in
the business for some time understood the conditions better
than the general public, most of whom supposed that there
was almost an unlimited amount of money to be made,
and was being made, in electric railway work. The
Railroad Commission of Massachusetts, whose foresight and
judgment have always commanded the highest respect, was
probably the first official body to call attention to the proper
state of affairs. In their report for 1893, published early in
1894, the Commissioners said that, "while it is too early as yet
to draw exact and final conclusions with regard to the financial
economy of electric power, it is desirable that false or exag-
gerated ideas, if such have gained a footing, should be set
aside." The Commissioners then pointed out that "the idea
which seems to have obtained some currency that the electric
railway system was a bonanza of rare and inexhaustible wealth
is clearly a delusion, and has doubtless proved to some a snare."
The Commissioners, in conclusion, urged the importance of
setting aside year by year some substantial portion of the earn-
ings as a fund for future contingencies.
In the meantime NewYorkCity had lagged behind the rest of
the country in electric railway construction, owing to local con-
ditions, which are described elsewhere in this issue in an in-
teresting article by Mr. Starrett. The Metropolitan Traction
Company, which then operated the lines in New York, had
just completed its cable railway on Broadway, but financial
considerations forbade the use of this motive power on any of
the crosstown streets or on many of the other longitudinal
thoroughfares of the city. The company, forbidden to use the
trolley system, was in a very serious quandary, as it was forced
to make some decision to provide an earning power for the
numerous systems which it had leased. A prize of $50,000 had
been offered by the company in December, 1893, for "a system
of street railroad propulsion which should be superior to the
cable and trolley." Over 3000 applications were received.
Many of the schemes proposed were ludicrous ; one inventor
suggested the supply of motive power by means of wind-mills
on top of the cars; another proposed to utilize the force ex-
erted by the rise and fall of the tides at Sandy Hook, while a
third made a proposition to run the street railways by harness-
ing the cars to balloons. In the meantime the company, dis-
couraged with the failure of this plan, as well as by the delay
of the Legislature in granting permission to the Railroad Com-
missioners to act as judges of the prize, withdrew its offer and ■
decided to install a conduit system. Arrangements were made
with the General Electric Company, and a short section on
Lenox Avenue was selected for the important trial, which has
since proved so successful.
One of the earliest three-phase transmission plants employed
to transmit power at high potential for railway work, if not the
first in the country, was put in operation in April. This was
at Taftville, Conn., where the greater part of the power was
used for mill service, but where a synchronous motor and rail-
way generator of about 250 kw was installed to supply power
to the Norwich street railways. This plant was constructed
under the supervision of Dr. Louis Bell. Simultaneously with
October 8, 1904. J
STREET RAILWAY JOURNAL.
this installation, the important of which could not have been
realized at that time, came the announcement that the Walker
Manufacturing Company had decided to engage in electrical
construction. This company, up to this time, had devoted its
energies entirely to the manufacture of cable railway and
power transmission apparatus, but soon became an active com-
petitor in the business of supplying motors and generators.
Three important types of railway appliances were brought
out during this year. One of these was the street railway air-
brake, made available by the development of the Genett air-
brake. In its original form the Genett compressor was driven
by means of an eccentric mounted on the axle. The second
important development of this kind during the year was the
first application of electric welding to rail joints. Mr. Mox-
ham, of the Lorain Steel Company, had discussed the possi-
bility of connecting rails in this way, but during 1894 the
Nassau Railway, of Brooklyn, which was then controlled by
the Johnsons, applied the system practically. The third im-
portant appliance in the production of the year was the Sperry
electric brake, which was used extensively on the People's
Traction line in Philadelphia. A motor car using anhydrous
ammonia gas as a motive power was also put in operation
during the year on the Twenty-Eighth and Twenty-Ninth
Street line in New York, and several new electric motors made
their appearance, among them the Card, the Curtis and the
Walker. In the latter a novel system of suspension was em-
ployed. The convention this "year was held at Atlanta, and
one of the papers was on "A Standard Form of Street Railway
Accounting," in which a proposed form was recommended.
„-sgC] This year commenced with a disastrous strike
fJ^fc-': ->"'' "ii the I'.nio.klyn system, the greater part
Y W%& 1 ot' which had recently been ecpiipped with
the trolley. The police were found in-
capable of controlling the situation, and the
National Guard had to be called upon to
preserve order in the City of Churches. A
particularly unfortunate feature of the situation was the posi-
tion of Judge Gaynor, who had recently been elevated to the
bench on account of distinguished services in bringing political
rascals to justice. This justice ignored entirely the violence
perpetrated by the mob, and at the request of the unions
granted a writ calling upon the companies to run their cars on
schedule time, saying: "If they cannot get their labor to per-
form such duties at what they offer to give, then they must
pay more." The strike did not last long after the authorities
showed that they were prepared to maintain the reputation of
the city for law and order, and the cars were soon running
merrily as before, the ex-strikers falling over themselves in the
endeavor to regain their lost positions. Across the river in
New York interest was concentrated chiefly upon the demon-
strated success from an electrical standpoint of the conduit
system which had been installed by the Metropolitan Street
Railway Company during the previous, year; in fact, so de-
sirable did this form of motive power prove to be that in
August the Third Avenue Railway Company decided to put in
an experimental electric conduit line at the end of its Tenth
Avenue Division, and the Metropolitan Railway Companv, of
Washington, commenced the reconstruction of its cable lines to
electricity.
A survey of Chicago at this period discloses an equally in-
teresting and important departure from previous practice. The
Metropolitan West Side Elevated Railroad Companv had re-
cently completed the equipment of its line under the super-
vision of W. E. Baker, and commenced the operation of elec-
tric trains. This was the first continuous elevated railway put
in operation by electricity in the United States. The electri-
cal equipment consisted of 55 motor cars and 100 trail cars.
The equipment of the company's station was equally character-
istic of the foresight of the management, as it included two
1500-kw and two 800-kw generators, the former being the
largest size of generator then manufactured. The West Side
road was put in operation April 17, and the third rail was car-
ried on one side of the track and mounted on wooden insulators
which had been treated in paraffine.
In Boston the ceremony of removing the first spadeful of
earth for the subway was conducted on March 28, and in De-
troit Mr. Everett started on the construction of his Detroit
Electric Railway. The track was laid on continuous concrete
stringers, a somewhat novel form of construction at that time-
in the United States. Cast-welded joints, which had first been
exhibited at the Atlanta convention, began to come into more
general use, and double-truck cars became more popular. A
rotary snow-plow had been introduced in Rochester during
the previous winter, and was attracting considerable attention.
The Union Traction Company, of Philadelphia, was organized
to take over the People's Traction Company and the Electric
Traction Company; the Buffalo & Niagara Falls Electric Rail-
way was put in operation, and the Niagara Gorge Road was
being constructed. The Pennsylvania Railroad Company put
its Burlington & Mount Holly Branch in electrical operation
on June 3, and the Baltimore & Ohio Railroad had the first
of its 35-ton locomotives for drawing freight and passenger
trains in service on June 29.
The description of the work in this country cannot be con-
cluded without reference to two important events which oc-
curred in New England. One of these was the installation of
a three-phase transmission with double-current generators by
the Lowell & Suburban Street Railway Company. This is
said to have been the first three-phase transmission plant with
direct-current conversion installed exclusively for railway
work. The other was the commencement of the reconstruction
of the Nantasket Branch of the New York, New Haven &
Hartford Railroad Company. This was the first road to use a
figure 8 trolley wire.
Several important events occurred in London during the
year. The Central London Railway was put in operation in
July, and the Mersey Railway secured a bill through Parlia-
ment permitting it to substitute electricity for steam power on
its line between Liverpool and Birkenhead.
fn 1896 the energies of the railway com-
panies were devoted largely to the de-
velopment of plans which had been inau-
gurated the previous year. In May the
Nantasket Beach Branch of the New-
York, New Haven & Hartford Railroad
Company was put in operation, and the
increase in traffic was so large that electrical extensions were
immediately commenced. Heavy electric railroading became
popular and carried the day with even the conservative man-
agers of the Brooklyn Bridge. The Bridge transportation sys-
tem had for a long time been operated exclusively by the cable,
and was often referred to as an example of conditions under
which the cable was much more satisfactory and economical
than electric power ever could he; nevertheless, the advan-
tages of electricity could no longer be overlooked, and arrange-
ments were made under the specifications of the late C. C. Mar-
tin tor an electric service on the Bridge. Twenty motor ears,
each ecpiipped with lour nj'j-hp motors ami hand control, re-
592
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
JOURNAL.'
TEN MILE-STONES IN THE HISTORY OF THE PAST DECADE
October 8, 1904.]
STREET RAILWAY JOURNAL.
593
placed the steam shifting engines, and were put in operation on
Nov. 29. Two weeks previously, or on Nov. 16, Niagara power
was received in Buffalo over a long-distance transmission line
26 miles in length. The Buffalo Street Railway Company had
made arrangements to purchase this power as soon as it could
be delivered, and was one of the company's first customers in
Buffalo. Cast-welded joints, which had been introduced upon
a small scale during the previous year, were largely adopted,
and the Everett system of interurban roads around Cleveland
began to attract the attention of capitalists. The Lugano
three-phase railway was put in operation by Brown, Boveri &
Company.
The annual convention of the American Street Railway As-
sociation was held in St. Louis, where, at that time there was
a large number of different railway companies. St. Louis was
one of the first cities to adopt long double-truck cars, and the
inspection of these large cars by the railway men who attended
the convention stimulated their wide adoption in other parts
of the country.
By 1897 the underground conduit system
had won a recognized place as a means
of city transportation in New York City.
It was formally adopted as the standard
equipment for the longitudinal lines of
the Metropolitan Street Railway Company,
and the conversion of the Fourth, Sixth
and Eighth Avenue lines from horses to electricity was de-
cided upon. In Chicago, the principal feature of interest was
the adoption of the multiple-unit system by the South Side
Elevated Railway. This line had been constructed about the
time of the Chicago World's Fair, and had been using steam as
a motive power. The management had naturally given a great
deal of attention to the electrical conversion of the line, and
during the previous year had received estimates from practi-
cally all of the manufacturing companies. Plans for a loco-
motive system similar to that in use on the West Side were
tentatively prepared, but were abandoned in favor of the mul-
tiple-unit system, which had recently been devised by F. J.
Sprague, and which was put in operation under his super-
vision on the South Side Road on April 20 of the following
year.
A meeting of the street railway accountants of the country
was called in Cleveland on March 23 to organize an associa-
tion, which was satisfactorily concluded. One of the first sub-
jects taken up was that of a standard system of accounts. The
General Electric Company abandoned its former method of
motor nomenclature derived from the draw-bar pull, and
brought out a new motor, which was called the No. 52, and
which had a capacity of about midway between the GE 800
and GE 1000.
The commission sent out by the Glasgow municipality for a
trip in the United States during 1895 reported in favor of the
overhead system, and arrangements were begun for the elec-
trical equipment of the tramways in that city.
The commencement during the previous
year of electrical service on the Brooklyn
Bridge was but the stepping-stone to a
more important change, so far as con-
venient transportation for the residents of
Brooklyn were concerned. The convic-
tion forced itself on the minds of the city
authorities that isolated systems of this kind \y> miles or so in
length belonged to the past, so that it was not a great surprise
when the Brooklyn Rapid Transit Company offered to lease
the Brooklyn Bridge Railway, an offer which was accepted by
the city authorities. The formal use of the Brooklyn Bridge
by the Brooklyn Rapid Transit Company took place on Jan.
22, 1898. During this year also the historical West End Rail-
way was leased by the Boston Elevated Railway Company, and
the united system entered upon an era of improvement and
development which has done more for the citizens of Boston
than any event since the initial contract for electrical equip-
ment on the West End Railway was awarded.
Work on the transformation of the Broadway Road in New
York was commenced early in the year, the first step being the
installation of feeder conduits the entire length of the line.
The hydraulic power plant at Mechanicsville was also com-
pleted during the year. The use of storage batteries as station
auxiliaries became more general, and the Capitol Traction
Company, of Washington, whose power station had been de-
stroyed by fire late in 1897, decided to introduce electricity in
place of the cable.
During the year the war between the United States and
Spain broke out, and a number of electrical engineers went to
the front. Many of them joined the Volunteer Corps of En-
gineers, under the command of General Griffin, while others
took an active part in the naval or military operations. In
Great Britain the electrification of the systems in Glasgow and
Liverpool, both of which were owned by the municipality, was
concluded.
This was the year of the passage of the hastily
executed and crudely revised Ford fran-
chise bill, which taxed all the corporations
in New York State operating under public
franchises. The history of this bill is so
well known as not to require repetition, and
its constitutionality is still being contested
by several of the largest companies affected. Hurried through
as it was during the closing days of a busy session, it was found
to be so poorly drawn as to be practically invalid; doctored
up at an emergency call of the Legislature at which practically
no opportunity was given for those companies whose interests
were vitally affected to present evidence as to its results, the
bill passed into history as one of the most extraordinary acts
of tax legislation in modern times.
Outside of this bill there were many noteworthy events in
electrical history. Early in the year President Gould, of the
Manhattan Railway Company, made the important announce-
ment to the stockholders that the company had decided to in-
troduce electric traction. According to the president's circu-
lar, "the most conservative estimates made by experts show a
saving of 2\'2 cents per car-mile on the entire car-mileage of
the elevated roads. As we are now running 4,000,000 car-miles
annually, the saving in operating expenses alone will be over
$1,000,000 a year, which, with other expenses possible, is suffi-
cient to pay 5 per cent on the $18,000,000 capital, which it is
proposed to put into the elevated roads, and 1 per cent addi-
tional on present capital." The circular also refers to the
probable increase in traffic, the ease with which cars can be
handled at terminal points, the running of open cars in sum-
mer, etc. This circular marked the culmination of a series of
efforts made by electrical inventors and manufacturers as far
back as 1883 to convert the directors of the Manhattan Railway
Company to change their system to electric traction. While
the company had permitted the operation of the "Hen Franklin"
and a Sprague equipment in the early days and had received
estimates galore for the electrical equipment of its line from
practically every electrical manufacturing company in the
594 STREET RAILWAY JOURNAL. [Vol. XXIV. No. 15.
0
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STREET RAILWAY JOURNAL.
595
country, it had steadfastly refused to withdraw the puffing-
steam dummy. Although the company undoubtedly lost con-
siderable traffic which would have been secured through an
earlier decision to adopt electricity, it undoubtedly benefited by
securing much more modern and efficient machinery by post-
poning the inevitable moment until electrical apparatus had
been so standardized that radical changes in design were com-
paratively unlikely.
In addition to the elevated decision, New York City was the
center of electrical interest, owing to the rapid transit situation.
After many years of laborious work, the Rapid Transit Com-
missioners had finally succeeded in inducing a responsible
financial syndicate, in the person of the Metropolitan Street
Railway Company, to bid upon an underground subway. The
offer of the Metropolitan Company, which was sent to the
Rapid Transit Commissioners on March 27, proposed the con-
struction of a subway on which the local fare was to be 5 cents,
but for which an express fare of 10 cents was asked. Trans-
fers were offered to passengers to and from the surface cars
without additional charge, but local passengers were to pay 3
cents additional fare. The Metropolitan Company also re-
quired a perpetual franchise. The latter clause aroused some
public opposition, and on April 17 the Metropolitan Street
Railway Company withdrew its offer. This paved the way for
the McDonald contract, which was awarded during the follow-
ing year.
While these events were occurring in New Yrork, attention
became directed to Michigan through the irrepressible Gov-
ernor Pingree. This gentleman, who had distinguished him-
self while Mayor of Detroit by a series of noisy, though futile,
attacks upon the local street railway system as a step toward
securing public favor, had been elected Governor of the State,
from which vantage point he carried on a campaign against the
railway interests, although in a somewhat different manner.
During the winter of 1898-99 he succeeded in getting through
the Legislature of Michigan a bill by which the city of De-
troit was authorized to purchase the street railways of the city
at an appraised valuation, and under this act three commis-
sioners were appointed to determine the purchase price. This
committee considered the subject in a more elaborate and com-
plete manner than has ever been applied before or since to a
street railway system in any American city. The pri:e finally
fixed upon as a fair valuation was $16,500,000, a sum which
was undoubtedly very much in excess of that which the fili-
busters in the city and State councils expected to pay. On
July 5, however, the Michigan Supreme Court decided that the
bill authorizing the appointment of the street railway com-
. mission was unconstitutional, and the whole scheme fell
through.
Stimulated by the example of the Metropolitan Street Rail-
way Company, the Third Avenue Railroad Company, which
was then a separate corporation, had completed contracts for
the electrical equipment of its cable lines. The 125th Street
Crosstown line was put in operation Sept. 28, the section from
130th Street to Sixty-Fifth Street on Oct. 22, and the first
through car on the Third Avenue line was run from the Har-
lem River to the Post Office on November 24.
Other important events during the year were the organiza-
tion of the International Traction Company to consolidate the
street railways in Buffalo and Niagara Falls, the announce-
ment of the discovery of thermit in Germany by Dr. Gold-
schmidt and of the perfection of an electro-pneumatic system
of train control by the Wcstinghouse Electric & Manufacturing
Company.
During 1899 the Street Railway Journal published a
weekly supplement devoted to notices of current interest, and
entitled the "Weekly News Bulletin."
The extent of the street railway field had
now become so great that it became evi-
dent that a monthly paper could no longer
satisfactorily serve the field. The pub-
lishers of this paper, therefore, decided to
place it on a weekly basis, and the first
issue appeared Jan. 6, 1901. The events
of the succeeding four years have amply demonstrated the
wisdom of this decision.
On Jan. 15 John B. McDonald was awarded a contract
for the construction of a rapid transit subway system in New
York. This contract was transferred by Mr. McDonald, with
the approval of the Rapid Transit Commission, to a corporation
which had been organized by him to carry out the work, and
in which August Belmont was largely interested. On March
24 the first ground was broken for the subway. The event was
made the occasion of elaborate ceremonies in front of the City
Hall, in which the Mayor of New York, Mr. McDonald, Mr.
Belmont and several of the Rapid Transit Commissioners took
an active part.
The work has been vigorously prosecuted ever since, and at
the time of going to press the opening of the subway seems a
matter of only a few days.
During this preliminary work on the subway important
events were occurring rapidly in New York, which were des-
tined to affect vitally the surface transportation system. The
extensions and improvements which the Third Avenue Rail-
road Company had introduced during the previous two or
three years had been carried out with borrowed money, and an
attempt of the company to issue a mortgage on its property
had culminated during the first two or three months of the
year in a serious fall in the market value of its securities. While
the stock was selling at about 50, and while the speculators in
Wall Street were wondering whether it would drop to 25, the
announcement was made on March 20 that the control of the
property had been secured by the Metropolitan Street Railway
Company, and on March 21 Mr. YTeeland was elected presi-
dent of the company. The results so far as the completion of
a harmonious plan of surface transportation in New York was
concerned were far-reaching, and with this step all the surface
railways in Manhattan and Bronx boroughs, New York, were
brought under one management.
This was essentially a year for consolidations, among others
that of the St. Louis railways, the plan for which was an-
nounced by Brown Brothers on March 26, while the Connecti-
cut Railway & Lighting Company secured control of the
Bridgeport Railway and a number of other properties during
the year. The St. Louis consolidation was followed in that
city by an extended strike, which went into effect on May 8.
A number of persons were killed, and efforts were made to in-
duce the Governor to call out troops to suppress the riots, 1ml
for a long time without avail. The strike lasted about fifty
days, and was finally settled by the employees, or as many of
them as the railway companies would take back, going bark
to work.
A large part of the month of April was given up in Boston
to conducting a series of tests on different motor train control
systems to lie used on the elevated railway then nearing com-
pletion.
The Paris Exposition was held during T900 and was visited
by a great many Americans. The most interesting features of
596
Street railway journal.
[Vol. XXIV. No. 15.
) THE STREET RAILWAY JOURNAL \
J. C. BRILL & CO.,
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S ME ADVERTISERS IN VOLUME 1 OF THE STREET RAILWAY JOURNAL WHO ARE STILL DOING BUSINESS WITH STREET
RAILWAY COMPANIES
October 8, 1904.]
STREET RAILWAY JOURNAL.
597
the Exposition from an electric railway standpoint were the
moving sidewalk and the electric locomotives and multiple-
unit systems. Preparatory to the Paris Exposition, a section
of the Paris Metropolitan Railway was put in operation. This
was the first complete subway railroad to be equipped with
electricity, as all of the electric underground roads in London
were tube lines. The first section of the Metropolitan system
was put in operation July 16. An International Tramway
Congress was held in connection with the Paris Exposition on
Sept. 10-13, m the Hall of Congresses, and was attended by
representatives from all parts of Europe. During the latter
part of the year the London Metropolitan DistrictUnderground
Railway, the Yerkes system, called for bids for the equipment
of 50 miles of underground line.
The success of the third rail as used by the
New York, New Haven & Hartford Rail-
road and on the elevated railways in Chi-
cago, and its demonstrated capacity for
heavy currents, lead to its adoption by the
Albany & Hudson Railway, which was
put in commercial operation during the
spring of this year. The third rail was not laid in the center
of the track, as on the Nantasket and New Berlin divisions of
the New York, New Haven & Hartford Railroad, but at the
side, according to the Chicago practice, and also that which
has been followed ever since. This Albany & Hudson was
probably the first independent interurban third-rad railway to
be put in service. The following May an extensive strike oc-
curred in Albany, and during the first few months of the year
the Broadway, Columbus and Lexington Avenue cable lines, in
New York City, were converted to electricity. The last cable
to be taken out, that between Houston Street and Thirty-Sixth
Street, was removed May 25, and complete electrical operation
was commenced. The Union Railroad Company, of Provi-
dence, announced the establishment of a pension system for
superannuated employees. A disastrous strike occurred in
Scranton during the latter part of the year.
On Dec. 12 the Pennsylvania Railroad Company announced
its intention of running its trains into New York through a
tunnel under the Hudson River, making an all-rail connection
by means of a series of tunnels under fhe East River with the
Long Island Railroad.
Several important events occurred in Europe during the
year; the Metropolitan and District Railways, of London, be-
ing unable to settle between themselves whether they would
use direct current or the polyphase system for the operation of
their underground lines, decided to leave the subject to an arbi-
trator. The polyphase side was advocated by Ganz & Com-
pany, and a number of American manufacturers testified in
favor of the direct-current system. The arbitration hearings
extended for the greater part of the year, and some of the most
noted spellbinders in the United Kingdom argued in favor of
one system or the other. The arbitrator finally decided in
favor of the direct-current system, and arrangements were
immediately made for carrying out the proposed equipment.
In the meantime the Studien Gesellschaft, which had been or-
ganized to carry on a series of high-speed electric motor tests
in Germany, secured the use of the line between Berlin and
Zossen, 20 miles in length, and the tests were carried on during
the late summer and fall, although no results were made public
until the following summer.
On Dec. 30 the first train on the Manhattan Elevated Rail-
way, in New York, to be operated by the new electrical equip-
ment, with the company's own power and over any consider-
able section of the road, was run on the Second Avenue
division.
This year opened with several important events.
One of these was the first official trip with the
new electric equipment on the Manhattan Ele-
vated Railway, in New York, which occurred
Jan. 9.
Early in January announcement was made
of the financial embarrassment of the Everett-
Moore syndicate, which up to this time had been one of the
most important syndicates in the country engaged in the con-
struction of electric railways. Its operations had been con-
fined principally to Ohio and South Michigan, and had been
quite successful, but ventures in independent telephone com-
panies were reported to have been the cause for the financial
trouble.
On Jan. 8 a serious accident occurred in the Park Avenue
Tunnel of the New York Central Railroad, by which one of
the trains had an end-on collision with another. At a special
meeting of the directors of the company, held on Jan. 15, to
consider means for avoiding future accidents of this character,
it was voted that the stockholders at the April meeting be re-
quested to pass upon the plan of increasing the capital $35,000,-
000 to introduce electric motive power in the tunnel. The
tunnel disaster elicited many suggestions for improvements in
tunnel operation, including a letter by George Westinghouse
calling attention to the value of using non-combustible cars.
The wisdom of this suggestion has been shown after four
years by the general adoption of fireproofing methods by the
underground and elevated railway lines, both in this country
and abroad.
On Feb. 4 announcement was made of the organization of a
holding company in New York to take over the Metropolitan
Street Railway Company of that city, at a guarantee of 7 per
cent on its outstanding capital stock. The official plan of this
lease was made public Feb. 14. When the organization of the
Interurban Street Railway Company, the leasing company, was
announced, it was found that the directors included a number
of the most prominent capitalists and representatives of busi-
ness interests in the city. On March 6 the Metropolitan Street
Railway Company established a pension fund for its superan-
nuated employees. This pension system went into force July 1.
The first of the year witnessed the inauguration of Tom. L.
Johnson as Mayor of Cleveland. Soon after his induction into
office the Mayor started a campaign against the street railways
in Cleveland, and attempted to secure important franchises in
that city for a new company, which was to charge a fare of
3 cents.
Mr. Yerkes, who had sold out his Chicago line, organized
the Underground Electric Railways Company, London, to take
over a number of the existing and proposed underground rail-
ways in London. In opposition to the Yerkes system of under-
ground railways in London, another consolidation of proposed
underground electric railways was formed in that city, known
as the "Morgan group," and an active fight developed in Par-
liament. On Oct. 21 it was announced that Mr. Yerkes had
secured control of the London United Tramways Company,
which interfered considerably with the plans of the Morgan
group of underground railway builders.
The London meeting of the International Tramways and
Light Railways Association, the first meeting ever conducted
in an English-speaking country, was held during the first four
days of July. There was a large attendance.
During the summer and fall there was an extensive strike
598
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
ion
on the Hudson Valley Railway, during which the militia had
to be called out. This strike was declared on the morning of
Aug. 30, and extended until late in the following October.
At the Sept. 26 meeting of the American Institute of Elec-
trical Engineers, Mr. Lamme read a paper on the single-phase
motor, marking a new phase in the struggle against the limita-
tions imposed by a direct-current distribution. During the
close of the year the Philadelphia Rapid Transit Company
made public plans for the construction of a subway on Market
Street, and on Dec. 9 a bill authorizing the construction of a
subway on Washington Street, in Boston, was passed by a
referendum vote of the citizens. On Dec. 10 it was announced
that the directors of the Interborough Rapid Transit Company
and of the Manhattan Railway Company had provided a form
of lease which is to be signed by the two companies. The
ratification of this lease by the Manhattan stockholders took
place Jan. 16 of the following year.
We are now treating such recent events that
they need be discussed only briefly: — 1903
opened with the Chicago situation in a
new stage. B. J. Arnold, who had been
engaged as an expert by the local trans-
portation committee of the Chicago City
Railway Company, rendered an elaborate
report on the situation in that city, making various recommen-
dations to relieve the transportation situation. In New York
City, where the street congestion was even worse, public atten-
tion became directed to the transportation problem through a
series of hearings held by the Railroad Commissioners on the
street railway facilities in the city. The Merchants' Associa-
tion offered a set of regulations, some of which were absurd,
but others of which had been vainly sought by the railway
company to relieve the congestion, particularly in the down-
town district. The managers of the surface system agreed to
co-operate with the Commissioners in any steps which they
might suggest for relieving a condition which had grown ex-
tremely onerous, and by the adoption of rules governing the
movement of vehicles in the streets considerable progress has
been made.
The personnel of the New York Central engineering com-
mission was announced the second week in January. It was
found to consist of two representatives of the New York Cen-
tral Railroad and three independent consulting engineers. The
Boston Elevated Railway Company on Jan. 19 announced
the establishment of a pension fund for aged employees who
had been in the service of the company for twenty-five years
or more. On March 14 Mayor Low drove the first spike in the
track of the New York subway. The most serious strike of
the year was that in Waterbury, and resulted in considerable
disorder and bloodshed.
The consolidation of the larger part of the street railway
companies in Newark, Jersey City and the Orange district was
completed early in the year under the title of the Public Service
Corporation of New Jersey. The official notice of the con-
solidation was contained in a report issued by the boards of
directors of interested companies, on April 13. The Mersey
Railroad was put in operation. The first public announce-
ment of the details of construction of the Curtis turbine was
made April 2, 1903. The census report of street railways,
which was taken in 1902, became available in June. The Bos-
ton & Worcester Street Railway, the longest interurban elec-
tric railway operating through cars in New England, was put
in operation July 1 between Boston and Worcester. On
Aug. 29 announcement was made that Thomas F. Ryan and
Pi
3
October 8, 1004.]
STREET RAILWAY JOURNAL
599
his associates had purchased the holdings of Kuhn, Loeb &
Company in the Metropolitan Securities Company.
At the Saratoga convention the Westinghouse Electric &
Manufacturing Company made its first exhibit of the turret
system of electro-pneumatic control, and later in the year an-
nounced that it was ready to take contracts for single-phase
railway motor equipments. Almost simultaneously news came
from abroad of the development of the Eichberg-Winter mo-
No article on the development of the street
railway industry during the last ten years
would be complete without some statistics
as to its material growth. Figures of this
kind have been compiled and are pre-
sented herewith. For convenience in
making comparisons, they have been carried back as far as any
reliable statistics are available. The diagrams on page 594
TABLE SHOWING CAPITAL STOCK, FUNDED DEBT AND TOTAL CAPITAL LIABILITIES OF STREET RAILWAYS OF THE
UNITED STATES
1890
1894
1895
1896
1897
1898
1899
1900
1901
1902
1903
Capital stock
Funded debt
Total capital liabilities ._
$
289,058,' 33
189,177,824
748,O14,20(i
522,125,505
$
784,813,781
590,590,391
$
816,131,691
033.079,178
S
904,109,230
698,830,423
$
991,012,762
782,903.471
1,066,190,400
836,808,673
.$
1,360,712,238
1/55,451,817
1,522,008,700
1 ,272,269,491
1 ,700*20,898
1,401,664,048
3,102,390 946
478,235,957'
1,300,139,711
1,375,410,172
1,479,210,809
1,002,999,059
1,773,970,233
1,933,065,133
2,416,164,055
2,794,338.251
Statistics for 1890, from United Slates Census Report, and are for year ending July 1.
Statistics from 1891 to 1903 inclusive, compiled by the Street Railway Journal, and are for year ending December 81.
TABLE SHOWING INCREASE IN MILEAGE. CARS, ETC, BETWEEN
1890 AND 1902, FOR THE STREET RAILWAYS OF THE
UNI LED STATES
Length of line (miles).
No. of cars
No. of employees
No. of companies ....
Passengers carried. . . .
Capital stock
Funded debt
1890
1902
Per Cent
i ncrease
Earnings from operations. .
8,123
22,577
■77 9
32,505
60,290
S5.5
70,764
133,641
88.9
706
987
39-8
4,809,554,438
'37-7
$289,058,133
[,3i5,572,96o
355-1
189,177,824
992,709,139
424.7
478,235,957
2,308,282,099
382.6
90,617,21 1
247,553,999
173-2
Compiled from United States Census Report.
Length of line
Number of ears .
Number of i
Number of companies
. 1SD0
1902 ,
. 18D0 .
1902 ,
. 1S90
1902
. 1890
1902
8,123 miles
60,290 ears
Increase SO?
70,764 employi
133,641 employi
Increase SO?
706 romp;
987
impames
Increase 40?
Passengers carried . ■ .
1002
. 1890
1902
. 1890
190;>
. 1890
190i
Earnings from operation 1800
1902
lm 2.023,010,202 passengers carried
1,800,554,438 passengers carried
Increase 13SS
CA
3ITAL
STC
CK
FL
NDEC
DEBT
Capital slock
Funded debt ,
Capital liabilities
sosa.ons.133
3,000
2,800
2.000
2.400
2.200
2.000
S 1.800
o l.coc
S 1,400
1,200
1.000
800
000
400
200
" Strut Ry.Joumal
DIAGRAM SHOWING CAPITAL LIABILITIES OF STREET RAIL
WAY COMPANIES IN THE UNITED STATES
$189,177,824
709.139
$478,23
$2,308,282,090
$90,617,211
Increase I7i%
DIAGRAM SHOWING INCREASE IN MILEAGE, CARS, ETC., BETWEEN 1S90 AND 1902, FOI
THE STREET RAILWAYS IN THE UNITED STATES.
tor by the Union Electricitats Gesellschaft and the Finzi motor
by Dr. Finzi, of Italy. On Oct. 15 the Brooklyn Rapid Transit
Company announced the establishment of a merit system for
all of its employees.
During the latter part of November the New York Central
& Hudson River Railroad Company awarded contracts for the
electrical equipment of its New York terminal, making the larg-
est electrical contract given in the history of electric traction.
show respectively the distribution of
the capital liabilities of the street rail-
way enterprises in different sections
of the country for 1895, 1900 and
1903. A table showing the total capi-
tal stock, funded debt and capital lia-
bilities for these and for a number of
intervening years, is published on this
page. The lower series of diagrams
on page 594 shows graphically the
relative amount of street railway track in different sections
of the country, and the corresponding table appears on page
598. In both of these compilations the figures for 1890 and
previous years are from the Census Bulletin of 1890, which, in
addition to the statistics of the year, contained considerable
tabulated information in regard to previous years. The figures
for the following years — that is, from [891 to 1903 — are from
American Street Railway Investments. No compilation was
Goo
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
made of the figures for 1896, so this year appears blank in the
several tables.
The two diagrams published on this page showing miles of
track and number of cars, divided into the different motive
powers, illustrate in a most striking way the rapid adoption of
CO CO CO CO CO <o
Street Ry.Journal
DIAGRAM SHOWING MILES OF TRACK AND DIFFERENT MOTIVE
POWERS OF STREET RAILWAYS IN THE UNITED STATES
cococococo CO coco co
CO 00 CO CO
80,1100
73,000
70,000
03,000
G0,000
33,000
30,000
13,000
•10,000
33,000
30,000
23,000
20.000
15,000
10,000
5,000
0
>/
EL
ECT
RIC
_ T
otal
in IS
S5, 1
1000
%
\
\
DIAGRAM SHOWING
MOTIVE POWERS,
UNITED STATES
Street Ry.3ourn.il
NUMBER OF CARS, WITH DIFFERENT
IN USE ON STREET RAILWAYS IN THE
electricity. The upper line shows the total number of cars or
length of line for each year, and the increments into which
the height is divided give respectively, counting from the base
line, the cars or mileage under horse, cable, miscellaneous and
electric traction. A table giving the miles of track in operation
under the different systems appears on page 598. A compari-
son of the status of the industry in 1890 and in 1902 appears
on the opposite page.
The United States Census Bulletin for 1890, which was
issued at the time that electricity was coming to be recognized
as the motive power of the future, contained a tabulation of the
dates at which the electric lines which were then running were
put in operation. This is reproduced below.
DATE OF OPENING OF EARLY ELECTRIC RAILWAYS IN THE
UNITED STATES IN OPERATION IN 1890
(UNITED STATES CENSUS BULLETIN OF 1890)
Aug. I,
Oct.
April 7,
May
July I,
Aug. 8,
Jan. i,
Jan. 3.
Jan. 14,
Feb. 2,
Mar. i.
Mar. 5,
Mar. 27,
April
April 1,
May 1.
July 4.
Aug.
Aug. 12,
Aug. 15,
Aug.
Sept.
Sept.
Sept. 2,
Oct. 16,
Oct. T7.
Nov. 1,
Nov. 3,
Nov. 7,
Nov. 27,
Nov. 29,
Dec.
Dec. 12.
Dec. 15.
Dec. 19.
1886 — Appleton Electric Street Railway Company, Apple-
ton, Wis.
" — Highland Park Railway Company, Detroit, Mich.
1887 — Gratiot Electric Railway Company, Port Huron,
Mich.
" — East Detroit & Grossepoint Railway Company, De-
troit, Mich.
" — Lima Street Railway Motor & Power Company,
Lima, Ohio.
" — Mansfield Electric Street Railway Company, Mans-
field, Ohio.
" — Sea Shore Electric Railway Company, Asbury Park,
N. J.
1888 — Jamaica & Brooklyn Road Company, Brooklyn,
N. Y.
" — Ithaca Street Railway Company, Ithaca, N. Y.
" — Pennsylvania Motor Company, Easton, Pa.
" — Richmond Union Passenger Railway Co., Richmond,
Va.
" — Asheville Street Railway Company, Asheville, N.
C.
" — Wilmington City Railway Company, Wilmington,
Del.
" — Wheeling Railway Company, Wheeling, W. Va.
" — Suburban Rapid Transit Street Railway Company,
Pittsburg, Pa
" — Wilkesbarre & Suburban Street Railway Company,
Wilkesbarre, Pa.
" — Derby Street Railway Company, Birmingham, Conn.
" — Lynn & Boston Railway Company, Boston, Mass.
" — Lafayette Street Railway Company, Lafayette, Ind.
" — Davenport Central Railway Company, Davenport,
la.
" — East Harrisburg Passenger Railway Company, Har-
risburg, Pa.
" — Pittsburg, Knoxville & St. Clair Street Railway
Company, Pittsburg, Pa.
" — Binghamton Street Railway Company, Binghamton,
N. Y.
" — Hartford & Wethersfield Horse Railway Company,
Hartford, Conn.
" — Sault Ste. Marie Street Railway Company, Sault
Ste. Marie, Mich.
" — Danville Street Car Company, Danville, Va.
" — Eckington & Soldiers' Home Railway Co., Washing-
ton, D. C.
" — East Side Street Railway Company, Brockton, Mass.
" — Akron Street Railway Company, Akron, Ohio.
" — Omaha & Council Bluffs Railway & Bridge Com-
pany, Council Bluffs, la.
" — East Reading Railway Company, Reading, Pa.
" — Third Ward Railway Company, Syracuse, N. Y.
'"' — Peoples' Street Railway Company, Scranton, Pa.
" — Steubenville Street Railway Company, Steubenville,
Ohio.
" — Huntington Electric Light & Street Railway Com-
pany, Huntington, W. Va.
" — East Cleveland Railway Company, Cleveland, Ohio.
THE NEW YORK RAPID TRANSIT SUBWAY
THE STEAM GENERATING AND ENGINE EQUIPMENT OF
THE POWER PLANT
BY JOHN VAN VLECK
EARLY in the year 1901, when
the engineers of the Rapid
Transit Subway Construction
Company first gave consider-
ation to the matter of select-
ing a site for the power house
that was to be needed for
the operation of the subway
trains, it became apparent
that the extent of land re-
quired would largely depend
on the general design of the
power house. Consideration
was given to all the various plans and arrangements employed
by other engineers for power house construction, and studies
were made of the designs of all the large power houses already
constructed and in process of construction in this and foreign
countries. In the case of certain
designs the saving of space had
apparently been an essential fea-
ture, while in others a more ex-
tensive employment of area had
been adopted. A careful review
of the advantages and disadvan-
tages of the various plans was
made, with special attention to the
matter of constructing a plant in
which interruption of service
would be reduced to a minimum.
As a result, the engineers rec-
ommended to the company a
somewhat extended arrangement
of plant, similar, for instance, to
that of the Seventy-Fourth Street
power plant of the Manhattan
Elevated Railroad in New York
City. This type of power plant
was therefore adopted — in which
a single row of large engines and
generators was placed in an oper-
ating room located alongside a boiler house. It was then consid-
ered that provision should be made for generating at least 60,000
kw electrical energy, representing approximately 100,000 hp at
the engines, and with this determined, it was possible to select
a suitable building site for the power plant, to be located as
nearly as possible to the electrical center of the distributing
system, and yet near the water front for condensing purposes.
The work of locating such a site of the area needed included
a most extensive and arduous search on the part of those
deputed to effect the purchase. The questions of titles, founda-
tion conditions, water facilities and many other matters had to
be taken into account, and it was not until the present site was
inspected that any purchasable land was found which satisfied
all the requirements.
This property was bounded by West Fifty-Eighth Street,
Eleventh Avenue, West Fifty-Ninth Street and the bulkhead
line of the North River, with a certain area excepted in favor
of the city for the bed of Twelfth Avenue. East of Twelfth
Avenue the property included the entire city block, 800 ft. x
200 ft. On the purchase of this property steps were taken to
prepare plans for the power house structure, and in addition
to this, the matter of constructing a new pier at the foot of
West Fifty-Eighth Street was taken up along with the con-
struction of underground condensing water conduits with an
underground coal-conveying passage, which resulted in con-
summating a lease with the Department of Docks and Ferries
for the construction of a pier 700 ft. long and 60 ft. wide, at
the foot of West Fifty-Eighth Street.
The work of preparing the detail plans of the power house
structure was, in the main, completed early in 1902, which re-
sulted in the present plan, which may be briefly described as
follows: The structure is divided into two main parts, an
operating room and a boiler house, with a partition wall be-
tween the two sections. The face of the structure on Eleventh
Avenue is 200 ft. wide, of which width the boiler house occu-
pies 83 ft. and the operating room 117 ft. The operating room
occupies the Fifty-Ninth Street, or northerly side of the struc-
EXTERIOR VIEW OF THE POWER PLANT DURING CONSTRUCTION, SHOWING STEEL WORK
ture, while the boiler house is located on the Fifty-Eighth
Street, or southerly side. The designers were enabled to em-
ploy a contour of roof and wall section for the northerly side
that was identical with the roof and wall contour of the south-
erly side, so that the building, when viewed from either end,
presents a symmetrical appearance, with both sides of the
building alike in form and design. The operating room section
is practically symmetrical with respect to its center; it consists
of a central area, with a truss roof over same, and galleries
along both sides. The galleries along the northerly side are
primarily for the electrical apparatus, while those along the
southerly side are given up chiefly to the steam pipe equip-
ment. The boiler room section is also practically symmetrical
with respect to its center.
A sectional scheme of the power house arrangement was de-
October 8, 1904.]
STREET RAILWAY JOURNAL.
termined upon, by which the structure was originally to consist
of five generating sections, each similar to the others in all its
mechanical details, but at a later date a sixth section was added,
with a space remaining on the westerly end of the block for a
seventh section. Each section embraces one chimney, along
with the following generating equipment: twelve boilers, hav-
ing each 6000 sq. ft. of heating surface ; two engines, each
direct connected to a 5000-kw alternator; two condensing
equipments; two boiler feed pumps; two smoke flue systems;
along with this is included the detail apparatus necessary to
make each section complete in itself, the only variation being
the turbine plant afterward referred to. In addition to the
space occupied by the before-mentioned sections, an area was
set aside, at the Eleventh Avenue end of the structure, for the
passage of the railway spur from the New York Central tracks.
The total length of the original five-section power house was
515 ft. gJ/2 ins., but the additional section, afterward added,
makes the over-all length of the structure 693 ft. 9^4 ins. In
the fourth section it was decided to omit a regular engine with
its 5000-kw generator, and in its place substitute a 5000-kw
lighting and exciter outfit, this comprising in part the turbine
plant. Arrangements were made, however, so that this outfit
can afterward, if desired, be replaced by a regular 5000-kw
traction generator.
The plan of the power house included a method of support-
ing the chimneys on steel columns instead of erecting them
through the building, which modification allowed for the dis-
posal of boilers in spaces which would otherwise be occupied
by the chimney bases. By this arrangement it was possible to
place all the boilers on one floor level. The economizers were
placed above the boilers instead of behind them, which made a
material saving in the width of the boiler room. This saving
resulted in the before-mentioned gallery construction at the
side of the operating room, which is closed off from both boiler
and engine rooms, for the reception of the main pipe system
and for a pumping equipment below it.
The advantages of the plan can be enumerated briefly as fol-
lows: The main engines, combined with their alternators, lie
in a single row along the center line of the operating room,
with the steam or operating end of each engine facing toward
the boiler house, and the opposite end toward the electrical
switching and controlling apparatus arranged along the out-
side wall. Within the area, between the boiler house and op-
erating room, there is placed, for each engine, its respective
complement of pumping apparatus, all controlled by and under
the operating jurisdiction of the engineer of that engine. Each
engineer has thus full control of the pumping machinery re-
quired for his unit. Symmetrically arranged with respect to
the center line of each engine, are the six boilers in the boiler
room, and the piping from these six boilers forms a short con-
nection between the nozzles on the boilers and the- throttles on
the engines. The arrangement of piping is alike for each en-
gine, which results in a piping system of maximum simplicity,
which can be controlled, in the event of difficulty, with a degree
of certainty not possible with a more complicated system. As
described later, the main parts of the steam pipe system, lo-
cated inside the area between the boiler house and operating
room, can be controlled from outside this area. The main
valves so placed are assembled at a point, for each main engine,
immediately back of it, greatly facilitating surety and speed of
action. The placing of the main features of the steam pipe
system within the area in question prevents the leakage of
steam into the boiler house or into the operating room, in case
ol difficulty in Ibis locality, and in addition, the heal radiated
from the piping contained within the area cannot escape, to
elevate the temperature of either the boiler or operating room.
The single tier of boilers makes it possible to secure a high
and well ventilated boiler room with ventilation into a story
constructed above it, aside from the ventilation afforded by the
windows themselves. The boiler room will therefore be well
lighted and cool in warm weather and all difficulties from
escaping steam will be minimized. In this respect the boiler
room will be superior to corresponding rooms in plants of
older construction, where they are often low, dark and some-
times extremely hot during the summer season. The placing of
the economizers, with their auxiliary smoke flue connections, in
the economizer room, all symmetrically arranged with respect
to each chimney, removes from the boiler room an element of
disturbance and make it possible to pass directly from the boiler
house to the operating room at convenient points along the
length of the power house structure. The location of each
chimney, in the center of the boiler house between sets of six
boilers, divides the coal bunker construction into separate
pockets by which trouble from spontaneous combustion can be
localized, and, as described later, the divided coal bunkers can
provide for the storage of different grades of coal. The unit
basis on which the economizer and flue system is constructed
will allow making repairs to any one section without shutting
other portions not connected directly to the section needing
repair.
THE FOUNDATION WORK
The rock on which the power house is built is of the mica-
ceous schist and bastard granite formation universal on Man-
hattan Island. Its surface was found to be very irregular,
varying from a level of 12 ft. above to 40 ft. below mean high
tide. The general inclination of the rock surface was down-
ward from east to west, and it was covered with some sand and
earth, but mainly by a fill of city refuse up to a level of about
4 ft. above mean high tide. The excavation to the rock surface,
where the depth of the latter did not exceed about 45 ft. below
the surface of the street, was made in the usual way with
shovels, teams, scrapers and wagons, the excavated material
being loaded on barges and dumped at sea.
At the east, or shore end of the lot, the rock was excavated to a
uniform depth required for the column and wall footing courses,
and at the river end, where its surface dipped rapidly, the gen-
eral excavation was carried down through the earth to a maxi-
mum depth in some cases of 40 ft. below mean high tide. Here
the excavation was made in sections, enclosed by 6-in. sheet
piles driven closely by steam hammers. The pits were drained
without serious difficulty by centrifugal pumps. The surface
of the rock was everywhere cleaned and dressed off to sound
material, but not always leveled. A concrete mixing plant was
established near the river end of the lot, and economy of trans-
portation was effected by sending the concrete up to the east
end of the lot on the cars which were used to bring the exca-
vated material down to the river front. The concrete used in
the work was composed, by measure, of one part Portland
cement, two parts sand and five parts of broken stone. In some
cases rubble concrete was employed for filling, this including
proper size stones suitably embedded. The cement was Ameri-
can Portland cement, and had to pass the rigid inspection and
examination required of the cement used in the subway. The
floor of the power house, between the column bases, is a con-
tinuous mass of concrete, nowhere less than 2 ft. thick. The
massive concrete foundations for the main engines and gen-
erators contain each 1400 yards iff concrete above mean high
water level, and in smnc cases twice as much concrete is used
October 8, 1904.]
STREET RAILWAY JOURNAL.
605
below that level. The total amount of concrete in the founda-
tions of the finished power house is roughly 80,000 yards.
Water for condensing purposes is drawn from the river, and
discharged into it, through two monolithic concrete tunnels,
through West Fifty-Eighth Street, parallel to the axis of the
building. The intake conduit has an oval interior, 10 ft. x %l/2
ft. in size, and a rectangular exterior cross-section; the outflow
tunnel has a horseshoe shape cross-section and is built on top
of the intake tunnel. These tunnels are built throughout in
open trench, which, at the shore end, was excavated in solid
rock. At the river end the excavation was almost entirely
through the mud, and was made in a coffer-dam composed of
sheet piles. At the extreme river end the rock was so deep that
the concrete could not be carried down to its surface, and the
tunnel section was built on a foundation of piles driven to the
rock and cut off 19^/2 ft. below mean high tide. This section of
the tunnel was built in a 65-ft. x 48-ft. floating caisson 24 ft.
deep. The concrete was rammed in it around the mold, and
the sides were braced as it sunk. After the tunnel sections
were completed the caisson was sunk, by water ballast, to a
bearing on the pile foundation. Adjacent to the condensing
water conduits is the rectangular concrete tunnel for the under-
ground coal conveyor between the shore end of the pier and
the power house.
POWER-HOUSE SUPERSTRUCTURE
The design of the face work of the power house received the
personal attention of the directors of the company, and its
character and the class of materials to be employed were care-
fully considered. The influence of the design on the future
value of the property and the condition of the environment in
general were studied, together with the factors relating to
future ownership of the plant by the city. Several plans were
considered looking to the construction of a power house of
massive and simple design, but it was finally decided to adopt
an ornate style of treatment, by which the structure would be
rendered architecturally attractive and in harmony with the
recent tendencies of municpal and city improvements from an
architectural standpoint. At the initial stage of the power
house design, Stanford White, of the firm of McKim, Mead &
White, of New York, volunteed his services to the company as
an adviser on the matter of the design of the face work, and
as his offer was accepted, his connection with the work has re-
sulted in the development of the present exterior design and
the selection of the materials used.
The structure faces properly on Eleventh Avenue, and the
Eleventh Avenue facade is the most elaborately treated, but
the scheme of the main facade is carried along both the Fifty-
Eighth Street and Fifty-Ninth Street fronts. The westerly
end of the structure, facing the river, may ultimately be re-
moved, in case the power house is extended to the Twelfth
Avenue building line, for the reception of two additional gen-
erator equipments, and for this reason this wall is designed
plainly of less costly material. The general style of the face
work is what may be called French renaissance, and the color
scheme has therefore been made rather light in character. The
base of the exterior walls has been finished with cut granite
up to the water table, above which the walls are faced with a
light colored buff, pressed brick. This brick has been enriched
by the use of similarly colored terra-cotta, which appears in
the pilasters, about the windows and in the several entablatures,
and in the cornice and parapet work. The Eleventh Avenue
facade is further enriched by marble medallions, framed with
terra-cotta, and by a title panel directly over the front of the
structure.
All window frame and sash for the walls is constructed of
cast iron, and all the windows are glazed with wire glass for
protection against fire. The window frame and sash in the
upper monitor construction is covered with copper, and all the
exposed gutters, bulkhead coverings, flashings and trims for
the roof are of sheet copper. The flat portions of the roof are
constructed of concrete, reinforced with expanded metal, with
suitable water-proofing laid over it. The sloping sides of the
roof are constructed with terra-cotta blocks laid on T-bar
purlins. The terra-cotta blocks are protected by water-proof-
ing, and over the water-proofing there are laid Spanish roll
tiles which are enameled green on the exposed surface. The
sloping sides of the roof, directly over the operating room, are
constructed of heavy glass, suitably supported on steel bars
with copper trim work. Copper condensation gutters are pro-
vided, and under each section of glass is erected a wire screen.
Permanent ladders are constructed on the roof to render every
portion of it readily accessible.
The main doorways leading into the structure are trimmed
with cut granite, and the entrance lobby at the northeast cor-
ner is finished with a marble wainscoting. The exposed wall
face of the operating room is faced with a light cream-colored,
pressed brick, with an enameled brick wainscoting 8 ft. high,
extending around the entire operating area; the wainscoting
is white, except for a brown border and base. The offices, the
toilets and locker rooms are finished and fitted with marble and
other materials in harmony with the general character of the
building. The masonry floor construction consists of concrete,
reinforced with expanded metal, and except where iron or
other floor plates are used, or where tile or special flooring is
laid, the floor is covered with a cement granolithic finish.
The value of a generous supply of stairways was appreciated
and all parts of the structure are made readily accessible, espe-
cially the boiler house section ; the extent to which stairways
have been provided throughout can be seen by reference to the
general floor plans. The main stairways are of ornate design,
with marble and other trim work, and the railings of the main
gallery construction are likewise ornate, to correspond with the
stairways. All the exterior windows, doors and trim are of
cast or wrought iron, and all interior carpenter work is cov-
ered with Kalomein iron protection, so that the building, in its
strictest sense, will contain nothing in the way of combustible
material.
CHIMNEYS
The twelve-unit power house as now extended will have six
chimneys, spaced 108 ft. apart on the center line of the boiler
room. Each chimney is 15 ft. inside diameter at the top, and
the top of each chimney is located 225 ft. above the grate bars.
Each chimney will serve the twelve boilers which form the
section of which it is the center. To provide for overload
capacity which may be demanded by future conditions, a forced
draft system is provided for, as will be described later.
As stated elsewhere, the chimneys are all supported on the
steel structure of the building on a platform which is placed
at an elevation of 76 ft. above the basement floor and 63 ft.
above the grates. The supporting platforms are, in each case,
carried on six of the building columns, and each platform is
composed of single-web plate girders, well braced and sur-
mounted by a grillage of 20-in. beams. The grillage is filled
solidly with concrete and flushed smooth on top to receive the
brick work of the chimney.
The top of each chimney is 162 ft. above the top of the sup-
porting platform, and each weighs 1200 tons. The octagonal
base is of red brick, this being carried to a height of 32 ft. 6 ins.,
October 8, 1904.]
STREET RAILWAY JOURNAL.
607
at which point the circular section of radial hrick begins. The
outside diameter of the round shaft at its bottom starting point
is 21 ft. n$i ins., and it tapers to an outside diameter, at the
top, of 16 ft. S/i ins-- tne sides thus having a batter of about
2y2 ins. in 10 ft. This large batter was preferred in order to
obtain as much stability as possible in connection with the
method of supporting the chimney. The thickness of the radial
brick work at the bottom is 24 ins., decreasing in eight vertical
sections, to a thickness of 8^ ins. at the top. Above the roof
of the boiler house the exposed face brick on the chimney is
of a light gray color, corresponding in color to the facades of
the building.
The octagonal base of the chimney is of hard-burned red
brick 3 ft. in thickness between the side of the octagon and the
interior circular section. The brick work is started from the
top of the grillage platform within a steel channel curb. 3 ft. in
depth, through which two lines of steel rods are run in each
by 6 ins. at all points, is provided in connection with the roof
framing. This is covered by a hood flashed into the brick
work, so that the roof has no connection with or bearing upon
the chimney.
At a point about 4 ft. 6 ins. below the cap of the chimney,
the brick work is corbeled out for several courses, forming a
ledge ; around the outside of this ledge is placed a wrought-
iron railing, thus forming a walkway around the circumfer-
ence of the chimney top. The cap is of cast iron, surmounted
by eight 3-in. x i-in. wrought-iron ribs, forming an ornamental
cage over the outlet, with pointed ends gathered together at
the center. Galvanized iron ladder rungs are built in the brick
work for ladders both inside and outside the shaft. The orna-
mental cage, constructed over the top of each chimney, sup-
ports, in turn, a system of vertical lightning rods, all tipped
with platinum points about 18 ins. long. The vertical lightning-
rods are connected to two lightning cables of stranded copper
THE TRAVELING HOISTING TOWER UPON THE COAL UNLOADING PIER, FOR HANDLING COAL TO THE CONVEYOR SYSTEM
direction, thus binding together the first 3 ft. of brick work.
At a level, 3 ft. above the bottom of the brick work, a layer of
water-proofing is placed over the interior area, and same is
covered with two courses of brick, upon which are built
diagonal brick walls, 4 ins. thick, 12 ins. apart and about 18 ins.
in height. These walls are themselves perforated at intervals,
and the whole is covered with hard-burned terra-cotta blocks,
thus forming a cellular air space, which communicates with the
interior air and serves as an insulation against heat for the
steel work beneath. A single layer of fire brick completes this
flooring of the interior area, which is flush with the bottom of
the flue openings at the sides of the chimney.
There are two flue openings in the base of the chimney,
placed diametrically opposite; each opening is 6 ft. wide x 17
ft. high. The openings are lined with fire brick, which joins
the fire-brick lining of the interior of the shaft, this latter being
bonded to the red brick walls. The usual baffle wall is pro-
vided of fire brick, 13 ins. thick, extending diagonally across
the chimney to a point 4 ft. above the tops of the Hue openings.
Where the chimney passes through the roof of the boiler
house, a steel plate and angle curb, which clears (he chimney
running down the chimney, each having a section of 300,000
circ. mils.
The chimneys were built by the Alphons Custodis Chimney
Construction Company, and, except for the octagonal red brick-
base, are constructed of the radial perforated bricks manufac-
tured by that company.
COAL UNLOADING PIER
Exceptional facilities have been provided for the unloading
of coal from vessels or barges which can be brought to the
northerly side of the pier at the foot of West Fifty-Eighth
Street. The pier was specially built by the Department oi
Docks and Ferries, and is 700 ft. long and 60 ft. w ide. The
outer end, for a distance of 220 ft., is utilized by the Union
Stock & Market Company, and the balance is reserved for use
by the power house, except for a driveway along the southerly
side. The section used by the power house has been built with
special piling, and is provided with a deck designed to receive
two or more coal unloading towers.
The pier construction included a special river wall across
Fifty-Eighth Street, at the bulkhead line, through which the
condensing water w ill be taken from, and returned to, the river,
6o8
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
Immediately outside of the river wall and beneath the deck of
the pier, there is a system of screens through which all the in-
take water is passed; on each side where the water enters the
screen chamber, a heavy steel grillage is arranged, and inside
this there is a system of fine screens arranged so that the sev-
eral screens can be raised, by a special machine, for the purpose
of cleaning. The advantages of a well designed screening out-
fit has been appreciated, and considerable care has been exer-
cised to make it as reliable and effective as possible.
At each side of the center of the pier, just below the deck,
there are two discharge water conduits constructed of heavy
timber to conduct the warm water from the condensers away
from the cold water intakes at the screens. Two water con-
duits are employed within the pier construction in order that
one may be repaired or renewed while using the other ; in fact,
having gable bottoms and side dumping doors. Each car has
two four-wheel pivoted trucks with springs. Motive power is
supplied by an electric storage battery locomotive. The cars
deliver the ashes at the pier to a Robins elevating belt con-
veyor which fills the ash bunker. This will contain 1000 tons,
and is built of steel, with a Berquist suspension bottom lined
with concrete. For delivering stored ashes to barges, a collect-
ing belt extends longitudinally under the ash pocket, being fed
by eight gates. It delivers ashes to a loading belt conveyor,
the outboard end of which is hinged so as to vary the height
of delivery and to fold up inside the wharf line when not in use.
The coal-handling system in question was considered desir-
able because any serious interruption of service would be of
short duration, as any belt, or part of the belt mechanism,
could quickly be repaired or replaced. The system also pos-
VIEW OF THE AUTOMATIC UNLOADING MECHANISM IN THE DISTRIBUTING BELT CONVEYOR ABOVE THE COAL
POCKETS, NEAR BASE OF CHIMNEY
the entire pier is constructed with the view of renewal with-
out interference in the operation for which it was provided.
COAL AND ASH-HANDLING EQUIPMENT
The coal-handling equipment includes a movable electric
hoisting tower with crushing and weighing apparatus ; a sys-
tem of horizontal belt conveyors, with 30-in. belts, to carry the
crushed and weighed coal along the pier, thence by an under-
ground tunnel to the southwest corner of the power house to
a system of 30 in. Robins elevating belt conveyors, to elevate
the coal to the top of the boiler house, and a system of 20-in.
belt conveyors to distribute the coal horizontally over the coal
bunkers. These conveyors have automatic self-reversing trip-
pers which distribute the coal evenly in the bunkers. For
handling different grades of coal a system of chain and plate
conveyors is arranged underneath the coal bunkers for deliver-
ing the coal from the particular bunker to the downtake hop-
pers in front of the boilers.
The equipment for removing the ashes from the boiler room
basement and for storing and delivering the ashes to barges,
includes a system of tracks of 24-in. gage, extending under the
ash hopper gates in the boiler house cellar and extending to an
elevated storage bunker at the water front, and with this track
system are provided twenty-four steel cars of 2 tons capacity,
sessed advantages with respect to the automatic even distribu-
tion of coal in the bunkers, by means of the self-reversing trip-
pers; these derive their power from the conveying belts. Each
conveyor has a rotary cleaning brush to cleanse the belt before
it reaches the driving pulley, and they are all driven by induc-
tion motors.
COAL-HOISTING TOWER
The tower frame and boom are of steel. The tower rolls on
two rails along the pier and is self-propelling. The lift is un-
usually short, for the reason that the weighing apparatus is re-
moved horizontally to one side in a separate house instead of
lying vertically below the crusher. This arrangement reduces,
by 40 per cent, the lift of the bucket, which is of the clam-shell
type of 44 cu. ft. capacity. The motive power for operating the
bucket is perhaps the most massive and powerful ever installed
for such service. The main hoist is directly connected to a
200-hp motor, with the Ward-Leonard system of control. The
trolley for hauling the bucket along the boom is also direct
coupled to a multipolar motor.
The receiving hopper has a large throat, with a device in it
which sorts out coal small enough for the stokers and by-passes
it around the crusher. The crusher is of the two-roll type, with
relieving springs, and is operated by the motor, which is also
October 8, 1904.]
STREET RAILWAY JOURNAL.
609
used for propelling the tower. The coal is weighed in duplex
2-ton hoppers, hung in beam and level scales. The boom can
be housed by an electric winch to permit the tower to operate
over vessels with masts and rigging, if it should ever become
necessary to bring coal in deep-water carriers instead of by
the usual mastless harbor barges.
Special attention has been given to providing for the comfort
and safety of the coal-tower operators. The cabs have bay
window fronts, to enable the men to have an unobstructed
view of the bucket at all times without peering through slots
in the floor. Walks and hand lines are provided on both sides
of the boom for easy and safe inspection.
STORAGE BATTERY LOCOMOTIVE
This type of motive power was selected in preference to a
trolley locomotive for moving the ash cars, owing to the rapid
destruction of overhead lines and rail bonds, caused by the
action of ashes and water. The locomotive consists of two
units, each of which has four driving wheels, and carries its
own motor and battery. The use of two units allows the loco-
motive to round curves with very small overhangs as com-
pared with a single-body locomotive; curves of 12-ft. radius,
of the 24-in. gage, can be turned with ease. The gross weight
of the locomotive is about 5 tons, all of which is available for
traction.
The motors are of the highest grade vehicle type, operated
by a controller on one unit in such a manner that at no time
is it necessary to introduce external resistance in the circuit,
which gives maximum economy to the consumption of battery
energy. They are set well up over the frames, entirely spring-
supported, at a point well up out of wind and dust, and where
they may be readily inspected by opening the side doors which
protect them.
The batteries have Manchester positive plates and chloride
negatives made by the Electric Storage Battery Company.
They are set up in a new form to prevent electrical leakage be-
tween adjacent cells. The cells are supported and separated
by point contact insulators which give large ventilating and
drainage areas. The controller cannot be reversed when the
circuit is closed, and when the controller is "off," the batteries
are correctly poled for charging. The locomotive is so de-
signed that when coupled to a load which will cause overdrafts
on the battery, the drivers will slip.
COAL DOWNTAKES
The coal from the coal bunkers is allowed to flow down into
the boiler room through two rows of downtakes, one on each
side of the central gangway or firing space. Each bunker has
eight cast-iron outlets, four on each side, and to these outlets
are bolted gate valves for shutting off the coal from the corre-
sponding downtakes. From these gates the downtakes lead to
hoppers which are on the economizer floor, and from these
hoppers the lower sets of downtakes are carried to the boilers.
just above the hoppers, on the economizer floor, the coal
downtakes are provided with two valves to feed the coal, either
into the coal downtakes to the boilers or into a distributing
flight conveyor alongside of it. These conveyors, one corre-
sponding with each row of downtakes, permits the feeding of
coal from any bunker or bunkers to all the boilers when de-
sired. They are the ordinary type of flight conveyor, capable
of running in cither direction, and provided with gates in the
bottom of the trough for feeding info the several above-
mentioned coal downtakes. In order to eliminate the stresses
that would develop in a conveyor of the full length of the
building, the conveyors are of half the entire length of the
building, with electric-driving engines in the center of each
continuous line. The installation of this conveyor system,
in connection with the coal downtakes, makes it possible to
carry a high-grade coal in some of the bunkers for use during
periods of heavy load, and a cheaper grade in other bunkers
for periods of light load.
To provide means of shutting off the coal supply to each
boiler, a small hopper is placed just over each boiler, and the
downtake feeding into it, is provided with a gate at its lower
end. Two vertical downtakes drop from the boiler hopper to
the boiler room floor or to the stokers, as the case may be, and
they are hinged just below the boiler hopper to allow of their
being drawn up out of the way when necessary to inspect the
boiler tubes.
Wherever the direction of the flow of the coal is changed,
poke holes are provided in the downtakes to enable the firemen
to break any arching tendency of the coal in the downtakes.
All parts of the downtakes are of cast iron except the vertical
parts in front of the boilers, which are of wrought-iron pipe,
the frequency of their being swung up to expose the tubes mak-
ing lightness desirable. These vertical downtakes are 10 ins.
VIEW ON WATER-TENDERS' GALLERY IN THE BOILER ROOM,
SHOWING DOUBLE ROW OF BOILERS
in inside diameter, while all others are 14 ins. in inside diam-
eter. The coal downtakes were furnished and erected by the
Thomas Reese, Jr., Company.
BOILERS
The main boiler room is designed to receive seventy-two
safety water-tube three-drum boilers, each having 6008 sq. ft.
of effective heating surface, by which the aggregate heating-
surface of the boiler room will be 432,576 sq. ft. Sixty boilers
have been ordered and are now being erected by the Babcock
& Wilcox Company, of New York.
The boilers are designed for a working steam pressure of
225 lbs. per square inch, and for a hydraulic test pressure of
300 lbs. per square inch. Each boiler is provided with twenty-
one vertical water-tube sections, and each section is fourteen
tubes high. The tubes are of lap-welded charcoal iron, 4 ins.
in diameter and 18 ft. long. The drums are 42 ins. in diameter
and 23 ft. 10 ins. long. All drum parts are of open-hearth steel ;
the shell plates are 9-16 in. thick, and the drum-head plates
11-16 in., and in this respect the thickness of material employed
is slightly in excess of standard practice. Another advance on
standard practice is in the riveting of the circular seams, these
being lap-jointed and double-riveted. All longitudinal seams
arc double butt-strapped and secured by six rows of rivets.
Manholes are only provided for the front heads, and each front
6io
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 15.
head is provided with a special heavy bronze pad for making
connection to the stop and feed-water check valve.
The settings of the boilers embody several special features
which are new in boiler erection. The boilers are erected in
pairs, or batteries, and between each battery is a walkway 5 ft.
wide. They are set higher up from the floor than in standard
practice. This feature provides a higher combustion chamber,
for either hand-fired grates or automatic stokers ; and for in-
clined grate stokers the fire is carried well up above the sup-
porting girders under the side walls, so that these girders will
not be heated by proximity to the fire.
For the coping needed for the top edge of the boiler side
walls, there is provided a pair of 12-in. channels, which form
a part of the structural steel of the building, and each outside
wall is carried up to the under side of these channels. This
prevents the loosening up of the upper row of bricks which
usually occurs in ordinary brick settings. The buckstays for
the outside walls are upright 6-in. channels, which also form a
part of the frame work of the building, and in this respect the
buckstays differ from the independent buckstays usually pro-
vided.
A beam construction is carried over the top of the boilers,
certain beams being used to support the upright steam main
and others to support a steel flooring. This flooring, of re-
movable steel plates, embodies a new and desirable feature for
the reason that an unobstructed floor is provided. The work-
men can thus pass over it without risk when obliged to move
about over the drum coverings, which are usually obstructed
by piping and other fixtures. For further protection a hand
rail is provided around the top of each boiler; then again,
stairways, ladders and cross-over walks render the tops of the
boilers especially accessible. Beneath the steel flooring it is
proposed to fill in the space over the brick boiler-drum cover-
ing with insulating material, which will be an extra measure
against the waste of heat from the boiler plant.
As regards the masonry setting, practically the entire inside
surface of the setting that is exposed to hot gases is lined with
a high-grade of fire brick. The back of the setting, where the
rear cleaning is done, is provided with a sliding floor plate
which is used when the upper tubes are being cleaned. This
space is provided with a door at the floor line and an addi-
tional door at a higher level for light and ventilation when
cleaning. Over the tubes arrangements have been made for
the reception of superheating apparatus without changing the
brick work.
Where the brick walls are carried out, at each side of the
building columns at the front, cast-iron plates are erected to a
height of 8 ft. on each side of the column. An air space is
provided between each cast-iron plate and the column, which
is accessible for cleaning from the boiler front, the object of
the plates and air spaces being to prevent the transmission of
heat to the steel columns.
An additional feature of the boiler setting consists in the
employment of a soot hopper back of each bridge wall, by
which the deposit back of the wall can be discharged into ash
cars in the basement. The main ash hoppers are constructed
of y2-'m. steel plate, the design being a double inverted pyramid
with an ash gate at each inverted apex. The hoppers are well
provided with stiffening angles and tees, and the capacity of
each is about 80 cu. ft.
The cross-over pipe which connects the three drums is spe-
cially constructed to receive four 4-in. safety valves in addi-
tion to the main 9-in. angle valve. This cross-over pipe is of
the extra heavy proportions employed in the high-pressure
steam work of the plant, and where the bottom flanges bolt fast
to the pads on the boiler drums, there are bronze ball and
socket rings, which are ground steam-tight to take up any lack
of alignment of the top surfaces of the boiler pads.
In front of all the boilers is a continuous platform of open-
work cast-iron plates, laid on steel beams, the level of the
platform being 8 ft. above the main floor ; these platforms are
connected across the firing area, opposite the walk between the
batteries, and at these points this platform is carried between
the boiler settings. At the rear of the northerly row of boilers
the platform runs along the partition wall between the boiler
house and operating room ; at intervals, doorways are provided
which open into the pump area. The level of the platform is
even with that of the main operating room floor, so that it may
be freely used by the water tenders and by the operating engi-
neers without being obstructed by the firemen or their tools.
The platform in front of the boilers will also be used for clean-
ing purposes and, in this respect, it will do away with the un-
sightly and objectionable scaffolds usually employed for this
work. The water tenders will also be brought nearer to the
VIEW IN THE PIPE AREA OF THE STEAM PIPING CONNEC-
TION TO A MAIN ENGINE
water columns than when operating on the main floor. The
feed-water valves will be regulated from the platform, as well
as the speed of the boiler-feed pumps.
Following European practice, each boiler is provided with
two water columns, one on each outside drum, and each boiler
will have one steam gage above the platform for the water
tenders and one below the platform for the firemen. The stop
and check valves on each boiler drum have been made spe-
cially heavy for the requirements of this power house, and this
special increase of weight has been applied to all the several
minor boiler fittings.
Hand-fired grates of the shaking pattern have been ordered
from the Gibson Iron Works, for thirty-six boilers, and for
each of these grates a special lower front has been constructed.
These fronts are of sheet steel, and the coal passes down to the
floor through two steel buckstays which have been enlarged
for the purpose. There are three firing doors, and the sill of
each door is 36 ins. above the floor. The grate area' of the
hand-fired grates is 100 sq. ft., being 8 ft. deep x 12 ft. 6 ins.
wide.
For the balance of the boiler plant which will receive coal
from the soft coal bunkers located between the third and fifth
chimneys, there has been ordered Roney automatic stokers, as
October 8, 1904.]
STREET RAILWAY JOURNAL
611
it is proposed to employ bituminous coal for this section of the"
1
power house. These stokers embody several recent improve-
ments.
It is proposed to apply superheaters to the entire boiler plant,
but it was considered prudent first to make a trial of the two
well-known makes of superheaters in this country. An order
was placed with the Babcock & Wilcox Company for eight
Rosenthal superheaters, each having 767 sq. ft. of heating sur-
face, for eight boilers, and another was placed with the Foster
Engineering Company for four special superheaters, on the
In addition to making provisions for the air to escape from
the upper part of the boiler room, arrangements have been
provided for allowing the air to enter it at the bottom. This
inflow of air will take place through the southerly row of base-
ment windows, which extend above the boiler room floor, and
through the wrought-iron open-work floor construction ex-
tending along in the rear of the northerly row of boilers.
A noteworthy feature of the boiler room is the 10-tori hand-
power crane, which travels along in the central aisle through
the entire length of the structure. This crane is used for erec-
VIEW SHOWING ARRANGEMENT OF PIPING CONNECTIONS FROM ONE BOILER GROUP TO A MAIN ENGINE, AND ALSO
INTERCONNECTING COMPENSATING TIE LINE HEADERS IN THE PIPE AREA (SECOND LEVEL)
Schwoerer system, each having 900 sq. ft. of heating surface.
It is proposed to make an extended trial of both makes of super-
heater before equipping the entire plant. The pipe connections
at the top of each boiler are arranged so that either make of
superheater can be employed.
As before stated, the boiler room ceiling has been made
especially high and, in this respect, the room differs from most
power houses of similar size. The distance from the floor to
the ceiling is 35 ft., and from the floor plates over the boilers
to the ceiling is [3 ft. Over each boiler is an opening to the
economizer floor above, covered with an iron grating. The
height of the room, ..s well as the feature of these openings
and the stairway wells, and with (lie large extent of window
opening in the south wall, will make the room light and espe-
cially well ventilated. Under these conditions the intense heat
usually encountered over boilers will largely be obviated.
tion and for heavy repair, and its use has greatly assisted the
speedy assembling of the boiler plant.
BLOWERS AND AIR DUCTS
In order to burn the finer grades of anthracite coal in suffi-
cient quantities to obtain boiler rating with the hand-fired
grates, and in order to secure a large excess over boiler rating"
with both the larger grades of anthracite and bituminous coals,
on the hand-fired grates and the automatic stokers, respectively,
a system of blowers and air ducts has been provided in the
basement under the boilers. The air-duct system is designed
so that one blower is provided for every three boilers, with
arrangements for supplying all six boilers from one blower.
A partial equipment of twelve blowers is being supplied by
the B. F. Sturtevant Company. The blowers aie II ft. high
above the floor and K ft. 6 ins. wide at the floor line. Each
bl
ower is direct connected to a two-crank 7'_.-in. x 13-
October 8, 1904.]
6y2-m. upright, compound, steam engine of the self-enclosed
type. Each blower is to provide a sufficient amount of air to
burn 10,000 lbs. of combustible per hour with 2-in. water pres-
sure in the ash pits.
SMOKE FLUES AND ECONOMIZERS
The smoke-flue and economizer construction throughout the
building is of uniform design, or in other words, the smoke-
flue and economizer system for one chimney is identical with
that for every other chimney. In each case the system is sym-
metrically arranged about its respective chimney, as can be
seen by reference to the accompanying plans.
The twelve boilers for each chimney are each provided with
two round smoke uptakes, which carry the products of com-
bustion upward to the main smoke-flue system on the econo-
mizer floor. A main smoke flue is provided for each group of
three boilers, and each pair of main smoke flues join together
on the center line of the chimney, where in each case one com-
mon flue carries the gases into the side of the chimney. The
two common flues last mentioned enter at opposite sides of
the chimney. The main flues are arranged and fitted with
dampers, so that the gases can pass directly to the chimney,
or they may be diverted through the economizers and thence
reach the chimney.
The uptakes from each boiler are constructed of y&-m. plate,
and each is lined with radial hollow brick 4 ins. thick. The
dampers which are provided operate on shafts turning in roller
bearings. The uptakes rest on iron beams at the bottom, and
at the top where they join the main flue, means are provided
to take up expansion and contraction.
The main flue, which rests on the economizer floor, is what
might be called a steel box; the bottom is lined with brick laid
flat, and the sides with brick walls 8 ins. thick, and the top is
formed of brick arches sprung between.
The accompanying plan shows the main smoke-flue system in
combination with an economizer system, which will be in-
stalled on the basis of one economizer for each set of three
boilers. The installation of economizers is to be made upon
an experimental basis, in order to determine if the economy-
effected warrants the investment. All the economizers are
symmetrically arranged, and they will all be similar as to their
design and proportions.
STEAM PIPING
The sectional plan on which the power house is designed has
made a uniform and simple arrangement of steam piping possi-
ble with the piping for each section, except that of the turbine
bay, identical with that for every other section. Starting with
the group of six boilers for one main engine, the steam piping
is interestingly arranged as follows:
A cross-over pipe is erected on each boiler, this to be pro-
vided with four 4-in. safety valves and with a 9-in. outlet in
the center ; in the delivery from each boiler a quick closing
9-in. valve ot*Allis-Chalmers design is provided, which can be
closed from the boiler room floor by hand or from a distant
point, individually or in groups of six. By a combination of
valves and fitting the steam may be passed through the super-
heater. Risers with 9-in. wrought-iron goose necks thence
connect each boiler to the steam main, where 9-in. angle valves
are inserted in each boiler connection. These valves can be
closed from the floor over the boilers, and, as shown in the
plans, are grouped three over one set of three boilers and three
over the opposite set.
The main from the six boilers is carried directly across the
toiler house in a straight line to a point in the pipe area, where
it rises to the two 14-in. steam downtakes to the engine throt-
613
ties. At this point the steam can also be led downward to a
manifold to which the' compensating tie lines are connected.
These compensating lines are run lengthwise through the
power house for the purpose of joining the systems together,
as desired. The two downtakes to the engine throttles drop to
the basement, where each, through a goose neck, delivers into
a receiver and separating tank, and from the tank through a
second goose neck into the corresponding throttle.
A quick-closing valve appears at the point where the 17-in.
pipe divides into the two 14-in. downtakes, and a similar valve
is provided at the point where the main connects to the mani-
fold. The first valve will close the steam to the engine and the
second will command the flow of steam to and from the mani-
fold. These valves can be operated by hand from a platform
located on the wall inside the engine room, or they can be
closed from a distant point by hydraulic apparatus. In the
event of accident the piping to any engine can be quickly cut
THE ARRANGEMENT OF BAROMETRIC CONDENSERS USED
UPON THE ENGINES, SHOWING PIPING CONNECTIONS
out or that system of piping can quickly be disconnected from
the compensating system.
The pipe area containing, as mentioned, the various valves
described, together with the manifolds and compensating pipes,
is divided by means of cross walls into sections corresponding
to each pair of main engines. Each section is thus separated
from those adjoining, so that any escape of steam in one sec-
tion can be localized, and by means of the quick-closing valves
the piping for the corresponding pair of main engines can lie
disconnected from the rest of the power house, in the event of
accident.
The important details of the main steam-pipe system are
probably apparent from the drawings. In the first place the im-
portant elements of the system, like, for instance, the heavier
valves, the manifolds, the compensating pipes, are all con-
tained within the pipe area and do not appear, therefore, in
either the boiler or engine room. All the radiated heat passes
upward through this area, so that the temperature of both the
boiler and engine rooms should be much lower than otherwise.
STREET RAILWAY JOURNAL.
614
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 15.
The uniform arrangement of piping makes it much 1.11 re easily
understood, and in the event of difficulty much less confusion
or loss of time will result in handling the connections than if
a complicated system were employed.
All cast iron used in the fittings is called air-furnace iron,
which is a semi-steel and tougher than ordinary iron. All
fittings are heavier in their proportions than ordinary practice,
and all are of special design. All line and bent pipe is of wrought
iron, and the flanges are loose and made of wrought steel,
which was rolled by Krupp, of Essen, Germany. The shell of
the pipe is bent over the face of the flange, according to the
matter for expansion and contraction required for superheated
steam.
FEED-WATER PIPING
The feed-water will enter the building at three points, the
largest water service being 12 ins. in diameter, which enters
the structure at its southeast corner. The water first passes
through fish traps and thence through meters, and from them
to the main reservoir tanks, arranged along the center of the
boiler house basement, flowing into each tank by means of an
automatic float valve. The water will be partly heated in these
reservoir tanks by means of hot water discharged from the
PLAN OF ONE OF THE MAIN 11.000-HP GENERATING UNITS, SHOWING ARRANGEMENT OF THE STEAM PIPING THROUGHOUT
special Walworth practice. All the joints in the main steam
line above ins. in size are ground joints, metal to metal,
no gaskets being used.
Unlike the flanges ordinarily used in this country, special
extra strong proportions have been adopted, and it may he said
that all flanges and bolts used in same are 50 per cent heavier
than the so-called extra heavy proportions used in this country.
Before the design of the valves was attempted, information
was obtained from abroad with respect to the qualifications
needed in valve construction for superheated steam, and certain
departures were made in the design and materials used for the
valves in question. Special attention was also given to the
high-pressure steam traps — in this way heat represented in the
drainage from the high-pressure steam is, for the most
part, returned to the boilers. From the reservoir tanks the
water is conducted to the feed-water pumps, by which it is dis-
charged through the auxiliary exhaust steam feed-water heat-
ers directly to the boilers, or through the economizer system to
he further heated by the waste gasses from the boilers.
Like the steam-pipe system, the feed-water piping is laid out
on the sectional plan, the piping for the several sections being
identical, except for the connections from the street service to
the reservoir tank. The feed-water piping is constructed
wholly of cast iron, except the piping above the floor line to
October 8, 1904.]
STREET RAILWAY JOURNAL.
615
the boilers, which is of extra heavy semi-annealed brass with
extra heavy cast-iron fittings. The installation of the piping-
systems, ljoth steam and water, were made by the Walworth
Manufacturing Company, Boston.
ENGINE AND TURBINE EQUIPMENT
The engine and turbine equipment under contract embraces
nine 8000-hp to 11,000-hp main engines, directed connected to
5000-kw generators; three steam turbines, direct connected to
1875-kw lighting generators, and two 400-hp
engines, direct connected to 250-kw exciter
generators. The main engines are being con-
structed and erected by the Allis-Chalmers
Company, of Milwaukee; the steam turbines
by the Westinghouse Machine Company, of
Pittsburg, and the exciter engines by West-
inghouse, Church. Kerr & Company, of New-
York.
The contract for the main engines was
awarded Sept. 1, 1901, prior to which date the
question of employing steam turbines had re-
ceived careful consideration. An investigation
was made of the status of the steam turbine in
bine equipment for the plant in question requiring successful
operation on the opening of the road beyond all question of
doubt.
The recent improvements, however, which have taken place
in steam turbine design have indicated the possible desirability
of turbines for the future increase to the generating equipment,
and arrangements have accordingly been made in the westerly
108-ft. extension of the structure to provide for the installation
SIDE ELEVATION OF ONE OF THE MAIN GENERATING UNITS, TO SHOW ARRANGEMENT AND DETAILS OF CYLINDERS
this and foreign countries, and it was found that aside from the
construction of certain 3500-kw Parsons turbine-generators
pending at the works of Brown, Boveri & Company, at Baden,
Switzerland, nothing was then being done in the way of an
actual construction of a turbo-generator of the capacity needed
for the Rapid Transit Subway power house, nor were the re-
sults obtained from the use of smaller turbines considered to
be of a character which would justify the purchase of a tur-
of steam turbines, if desired, of 8000-kw or 9000-kw generating
capacity.
MAIN ENGINES
The main engines are similar in type to those installed by
the Allis-Chalmers Company in Seventy-Fourth Street power
house of the Manhattan division of the Interborough Rapid
Transit Company, in that each consists of two component com-
pound engines, both connected to a common shaft, with the
6i6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
generators placed between the two component engines. The
principal details of the engine are shown in an accompanying
drawing. This type of engine is now well known and will not
be described in detail, but as a comparison of various dimen-
sions and features of the Manhattan and Rapid Transit Sub-
THE STEAM CYLINDERS OF THE CONDENSER CIRCULATING
PUMPS, EXTENDING ABOVE THE MAIN OPERATING FLOOR
way engines may be .of interest, the accompanying
is submitted:
tabulation
Diameter of high pressure cylinders, inches
41 " ljw pressure 11 "
Stroke, inches _
Speed, revolutions per minute
Steam pressure at throttle, pounds
I ndicated horse power at best efficiency-.
Diameter of L. P. piston rods, inches
"H. P. " '
lt 11 crank pin, inches
Length of crank pin, inches
Type of L. P. valves ,
" H. P. "
Diameter of shaft in journals, inches
Length of journals, inches
Diameter of shaft in hub of revolving element ,
Manhattan
44 inches
88' "
60 "
75 R . P. M.
150 lbs.
7,500
8 inches
8 "
18 "
18 "
Double Ported,
Corliss
34 inches
60 "
37 1-lti "
Rapid Transit
Subway
42 inches
86 "
60 "
75 R. P. M.
175 lbs.
7,500
10 inches
10 "
20 "
18 "
Single Ported,
Corliss
Poppet type
34 inches
60 "
37 1-16 inches
The guarantees under which the main engines are being
furnished and which will govern their acceptance by the pur-
chaser are in substance as follows :
First — The engine will be capable of operating continuously
when indicating 11,000 hp without producing abnormal wear,
jar, noise or other objectionable results.
Second — It will be suitably proportioned to withstand in a
serviceable manner all sudden fluctuations of load as are
usual and incidental to the generation of electrical energy for
railway purposes.
Third — It will be capable of operating with an atmos-
pheric exhaust producing 2 lbs. back pressure at the low-pres-
sure cylinders, and when so operating the engines will fulfil all
the operating requirements, except as to economy and capacity.
Fourth — It will be proportioned so that when occasion shall
require it, it can be operated with a steam pressure at the throt-
tles of 200 lbs. above atmospheric pressure, and when so
operating the engine will fulfil all the guaranteed operating
requirements.
Fifth — The engine will operate successfully with a steam
pressure at the throttle of 175 lbs. above atmosphere, should
the temperature of the steam be maintained at the throttle at
from 450 to 500 degs. F., in lieu of its normal temperature at
saturation, and should the engine be so operated, then no undue
strains, wear or excessive use of oil will be occasioned thereby.
Sixth — The engine will not require more than I2}4 lbs.
of dry steam per indicated horse-power per hour when indi-
cating 7500 hp at 75 revolutions per minute, with a vacuum of
26 ins. at the low-pressure cylinders, with a steam pressure at
the throttle of 175 lbs. and with saturated steam at the normal
temperature due to its pressure. The guarantee includes all
of the steam used by the engine, and by the jackets or re-
heater.
The new features contained within the engine construction
are principally : First, the novel construction of the high-pres-
sure cylinders, by which only a small strain is transmitted
through the valve chamber between the cylinder and the slide
surface casting. This is accomplished by employing heavy
bolts which clamp the shell of the cylinder casting to the slide
surface casting, said bolts being carried past and outside the
valve chamber. Second, the use of poppet valves, which are
operated in a very simple manner from the wrist plate on the
side of the cylinder, the connections from the valves to the
VIEW BENEATH FLOOR, SHOWING LOWER PORTION OF CIR-
CULATING PUMPS, AND ALSO A BOILER— FEED PUMP IN
FOREGROUND
wrist plate and the connections from the wrist plate to the
eccentric being similar to the parts usually employed for the
operation of Corliss valves.
Unlike the Manhattan engines, the main steam pipes are
carried to the high-pressure cylinders under the floor and not
above it. Another modification consists in the use of the ad-
justable strap for the crank-pin boxes instead of the marine
style of construction at the crank-pin end of the connecting rod.
The weight of the revolving field is about 335,000 lbs., which
gives a fly-wheel effect of about 350,000 lbs. at a radius of gyra-
tion of 11 ft., and with this fly-wheel inertia the engine is de-
signed so that any point on the revolving element shall not, in
operation, lag behind or forge ahead of the position that it
would have if the speed were absolutely uniform, by an amount
greater than one-eighth of a natural degree.
TURBO-GENERATORS
Arrangements have been made for the erection of four
Westinghouse-Parsons turbo-generators, although only three
( )CTOBER 8, 1904.]
have been ordered. They are of the multiple-expan-
sion parallel-flow type, consisting of two turbines ar-
ranged in tandem-compound. When operating at full
load, each of the two turbines, comprising one unit, will
develop approximately equal power in each for direct connec-
tion to an alternator giving 7200 alternations per minutes at
11,000 volts and at a speed of 1200 revolutions per minute.
Each unit will have a normal output of 1700 ehp, with a steam
pressure of 175 lbs. at the throttle and a vacuum in the exhaust
pipe of 27 ins. measured by a mercury column and referred to
a barometric pressure of 30 ins. The turbine is guaranteed to
operate satisfactorily with steam superheated to 450 degs. F.
The economy guaranteed under the foregoing conditions as to
initial and terminal pressure and speed, but with saturated
steam, is as follows: Full load of 1250 kw — 15.7 lbs. of steam
per electrical horse-power-hour. Three-quarters load, 937^
kw — 16.6 lbs. per electrical horse-power-hour. One-half load,
625 kw — 18.3 lbs. One-quarter load, 312^ kw — 23.2 lbs. When
operating under the conditions of speed and steam pressure
mentioned, but with pressure in the exhaust pipe of 27 ins.
vacuum by mercury column (referred to 30 ins. barometer),
with steam at the throttle superheated 75 degs. F. above the
temperature of saturated steam at that pressure, the guaran-
teed steam consumption is as follows: Full load, 1250 kw —
13.8 lbs. per electrical horse-power-hour. Three-quarter load,
937^ kw — 14.6 lbs. One-half load, 625 kw — 16.2 lbs. One-
quarter load, 312^ kw — 20 g ibs.
EXCITER ENGINES
The two exciter engines are each direct connected to a 250-
kw direct-current Westinghouse generator. Each engine is a
vertical quarter-crank compound engine with a 17-in. high-
pressure cylinder and a 27-in. low-pressure cylinder with a
common 24-in. stroke. The engines will be non-condensing,
for the reason that extreme reliability is desired at the expense
of some economy. They will operate at best efficiency when
indicating 400 hp at a speed of 150 revolutions per minute with
a steam pressure of 175 lbs. at the throttle. Each engine will
have a maximum capacity of 600 ihp.
CONDENSING EQUIPMENT
In selecting condensing apparatus for a power house of the
magnitude of the one in question, a most careful consideration
of the design and efficiency seemed warranted. It was appre-
ciated that the value of the vacuum to the engines is equal to
at least one-third of their total power, and it is evident that
the condensers and their appurtenances should be economical
as well as reliable from an operative point of view.
Each engine unit is supplied with its own condenser equip-
ment, consisting of two Alberger barometric condensing cham-
bers, each of which is attached as closely as possible to its re-
spective low-pressure cylinder. For every engine also is pro-
vided an Alberger vertical Corliss circulating pump along with
a vacuum pump, and for the sake of flexibility the pumps are
cross-connected with those of other engines and can be used
interchangeablv. The equipment will be seen from the follow-
ing description to combine many features that have proved by
long experience to be of great value to a power house of this
kind.
The barometric condenser is characterized by a condensing
chamber having a tail pipe that contains a barometric column
of water, the function of the column being to allow the water
which has produced condensation in the condenser to flow by
gravity into the hot well against the pressure of the atmos-
phere without allowing air to enter. The condensing water
passes an opening at the upper right hand side and, passing
617
downward, is finally divided by the spray cone and brought
into intimate contact with the exhaust steam to be condensed,
which latter enters the condensing chamber at the opposite
side and fills the entire interior.
The circulation pumps are vertical, cross-compound, Corliss
pumping engines with outside packed plungers. Their founda-
tions are upon the basement floor level, and the steam cylinders
extend above the engine room floor, so that the starting valves
and control of speed is therefore entirely under the supervision
of the enginer. Each pump has a normal capacity of 10,000,000
gallons of water per day, so that the total pumping capacity
of all the pumps in the station is 120,000,000 gallons per day.
While the head against which these pumps will be required to
work, when assisted by the vacuum in the condenser, is much
less than the total lift from low tide water to the entrance into
the condensing chambers, still they are so designed as to be
ready to deliver the full quantity to the full height, if for any
THE OIL-FILTERING TANKS OF THE AUTOMATIC LUBRICATING
OIL-HANDLING SYSTEM, FROM WHICH THE FILTERED
OIL IS DELIVERED TO THE ELEVATED STORAGE TANKS
reason the assistance of the vacuum should be lost or not avail-
able at times of starting up.
The high-pressure steam cylinder is 10 ins. in diameter and
the low-pressure is 20 ins. The two double-acting water
plungers are each 20 ins. in diameter, and the stroke is 30 ins.
for all. The water ends are composition fitted for salt water,
and have valve decks and plungers entirely of that material.
The dry vacuum pumps are of the vertical form, and each is
located alongside of the corresponding circulating pump. The
steam cylinders also project above the engine room floor. The
vacuum cylinder is located immediately below the steam cylin-
der and has a valve that is mechanically operated by an eccen-
tric on the shaft. These pumps are of the close-clearance type
and, while controlled by a Corliss governor, can lie changed in
speed while running, to any determined rate.
The three turbines which will be used for lighting equip-
ment of the subway will each exhaust into an Alberger counter-
current surface condenser. The characteristic feature of these
condensers is that the exhaust steam enters the shell at the
bottom, while the circulating water enters at the top, the water
passing through the upper nest of the tubes, then through the
lower ones. In this way the water of condensation is brought
into contact with the incoming exhaust steam before leaving
STREET RAILWAY JOURNAL.
street railway journal.
[Vol. XXIV. No. 15.
the condenser, and is heated np to practically the temperature
of the steam, thus rendering primary heaters superfluous. The
air remaining after condensation of the steam passes upward
and is cooled by the upper tubes before passing to the vacuum
pump. The water of condensation is removed by a simple
duplex pump which runs according to the amount of water
formed, and discharges directly to the feed tanks. As the high-
est possible degree of vacuum is of great importance to the
economy of the turbines, a dry vacuum pump with compounded
vacuum cylinders is used. These cylinders are driven by a
Corliss engine and placed in a horizontal position upon a sub-
stantial bed plate. They are of a capacity to produce 29 ins.
THE MACHINE SHOP, SHOWING EQUIPMENT OF MACHINE
MAKING REPAIRS TO MACHINERY
of vacuum when load and temperatures of cooling water allow
it, and under contract requirement are to maintain 28 ins.
EXHAUST PIPING
From each atmospheric exhaust valve, which is direct con-
nected to the condensing chamber at each low-pressure cylin-
der, is run downward a 30-in. riveted-steel exhaust pipe. At a
point just under the engine room floor the exhaust pipe is car-
ried horizontally around the engine foundations, the two from
each pair of engines uniting in a 40-in. riser to the roof. This
riser is between the pair of engines and back of the high-pres-
sure cylinder, thus passing through the so-called pipe area,
where it also receives exhaust steam from the pump auxil-
iaries. At the roof the 40-in. riser is run into a 48-in. stand-
pipe, which is capped with an exhaust head, with the top 35 ft.
above the roof.
All the exhaust piping 30 ins. in diameter and over is longi-
tudinally riveted steel, with cast-iron flanges riveted on to it.
Expansion joints are provided where necessary to relieve the
piping from the strains due to expansion and contraction, and
where the joints are located near the engine and generator
they are of the corrugated copper Wainwright pattern. The
expansion joints in the 40-in. risers above the pipe area are
ordinarily packed slip joints.
The exhaust piping from the auxiliaries is carried directly up
into the pipe area, where it is connected with a feed-water
beater, with connections for by-passing the latter. Beyond the
heater it joins the 40-in. riser to the roof. The feed-water
heaters are three-pass vertical, water-tube heaters, designed for
a working water pressure of 225 lbs. per square inch, and are
made by the Wheeler Condenser & Engineering Company.
OIL SYSTEM
For the lubrication of the engines an extensive oil-dis-
tributing and filtering system is provided. Filtered oil will be
supplied under pressure from elevated storage
tanks, with a piping system leading by
branches to all the various journals. The
piping to the engines is constructed on a du-
plicate, or crib, system, by which the supply
of oil cannot be interrupted by a break in any
one pipe. The oil on leaving the engines is
conducted to the filtering tanks, and a pump-
ing equipment then redelivers the oil to the
elevated storage tanks.
All piping carrying filtered oil is of brass,
and fittings are inserted at proper pipes to
facilitate cleaning. The immediate installa-
tion includes two oil filtering tanks at the
easterly end of the power house, but the com-
pleted plant contemplates the addition of two
extra filtering tanks at the westerly end of
the structure. Each filtering tank is 24 ft.
long, 8 ft. wide and 5 ft. high. The oil first
passes through a system of six-bag trays, ar-
ranged in multiple, each tray having sixty
filtering bags placed on cartridges, making
360 cartridges in all. The oil then passes to
an end compartment and finally through five
separating compartments, in which the oil is
heated or cooled by steam or water coils.
CRANES AND SHOP EQUIPMENT
The power house is provided with the fol-
lowing traveling cranes : For the operating
room — one 60-ton electric traveling crane
and one 30-ton electric traveling crane. For the area
over the oil switches — one 10-ton hand-operated crane. For
the center aisle of the boiler room — one 10-ton hand-operated
crane. The electric cranes have been supplied by the Shaw
Electric Crane Company, and the hand-operated cranes by the
Cleveland Crane & Car Company. The span of both of the
electric cranes is 74 ft. 4 ins., and both cranes operate over the
entire length of the structure. The 60-ton crane has two trol-
leys, each with a lifting capacity, for regular load, of 50 tons.
Each trolley is also provided with an auxiliary hoist of 10 tons
capacity. The 30-ton crane is provided with one trolley, having
a lifting capacity, for regular load, of 25 tons, together with
auxiliary hoist of 5 tons.
The power house is provided with an extensive tool equip-
ment for a repair and machine shop, which is located on the
main gallery at the northerly side of the operating room. The
equipment includes the following machine tools: One 30-in.
planer, one 20-in. shaper, one two-spindle sensitive drill, one
iy2-'m. bolt cutter, one 26-in. drill press, one Universal milling
machine, three engine lathes, 16-in., 20-in. and 32-in., one 60-
m. radial drill, and one 61-in. vertical boring mill.
TOOLS FOR
October 8, 1904.]
STREET RAILWAY JOURNAL.
619
THE
ELECTRIC GENERATING EQUIPMENT AND POWER
DISTRIBUTION SYSTEM OF THE NEW YORK
RAPID TRANSIT SUBWAY
BY L. B. STILLWELL
THE system of electrical supply
chosen for the Rapid Transit
subway comprises alternating-
current generation and distribu-
tion and direct-current opera-
tion of motor cars. Four years
ago, when the engineering plans
were under consideration, the
single-phase alternating-current
railway motor was not even in
an embryonic state, and not-
withstanding the marked prog-
ress recently made in its devel-
opment, it can scarcely yet lie considered to have reached a
stage that would warrant any modifications in the plans
adopted, even were such modifications easily possible at the
present time. The comparatively limited headroom available
in the subway prohibited the use of an overhead system of con-
ductors, and this limitation, in conjunction with the obvious
desirability of providing a system permitting interchangeable
operation with the lines of the Manhattan Railway system,
practically excluded tri-phase traction systems and led directly
to the adoption of the third-rail direct-current system.
It being considered impracticable to predict with entire cer-
tainty the ultimate traffic conditions to be met, the generator
plant has been designed to take care of all probable traffic de-
mands expected to arise within a year or two of the beginning
of operation of the system, while the plans permit convenient
and symmetrical increase to meet the requirements of addi-
tional demand which may develop. Express trains in rush
hours will comprise five motor cars and three trail cars; the
first, third, fifth, sixth and eighth will be motor cars. An
eight-car multiple-unit train can be reduced therefore to a six-
car train by uncoupling three cars from the rear end, or to a
three-car train by uncoupling five cars from either end. In
each case a motor car will remain at the head and at the end
of the reduced train. The normal local train will consist of
five cars, the first, third and fifth cars being motor cars. The
weight of each motor car with maximum live load is 88,000
lbs. and the weight of each trail car 66,000 lbs.
The plans adopted provide electric ecpiipment at the out-
start capable of an acceleration with maximum load at a rate
of 1.25 miles per hour per second and of operating express
trains at an average speed approximating 25 miles per hour,
while the control svstem and motor units have been so chosen
that higher speeds up to a limit of about 30 miles per hour can
be attained by increasing the number of motor cars, providing
experience in operation demonstrates that such higher speeds
can be obtained with safety.
The speed of local trains between City Hall and Ninety-
Sixth Street will average about 15 miles an hour, while north of
City Hall, on both the west side and east side branches, their
speed will average about 18 miles an hour, owing to the greater
average distance between local stations.
As a result of careful consideration of various plans, the
company's engineers recommended that all the power required
for the operation of the system be generated in a single power
house in the form of three-phase alternating current at 11,000
volts, this current to be generated at a frequency of 25 cycles
per second, and to be delivered through three-conductor cables
to transformers and converters in sub-stations suitably located
with reference to the track system, the current there to be
transformed and converted to direct current for delivery to the
third-rail conductor at a potential of 625 volts.
Calculations based upon contemplated schedules require for
traction purposes and for heating and lighting cars a maxi-
mum delivery of about 45,000 kw at the third rail. Allowing
for losses in the distributing cables, in transformers and con-
verters, this implies a total generating capacity of approxi-
mately 50,000 kw, and having in view the possibility of future
extensions of the system it was decided to design and construct
the power house building for the ultimate reception of eleven
5000-kw units for traction current in addition to the lighting
sets. Each 5000-kw unit is capable of delivering during rush
ONE OF THE 5000-KW MAIN ALTERNATORS IN THE POWER
PLANT
hours an output of 7500 kw, or approximately 10,000 ehp, and,
setting aside one unit as a reserve, the contemplated ultimate
maximum output of the power plant therefore is 75,000 kw, or
approximately 100, coo ehp.
The power house is fully described in another article in this
issue, but it is not inappropriate to refer briefly in this place
to certain considerations governing the selection of the gen-
erating unit, and the use of engines rather than steam tur-
bines.
The 5000-kw generating unit was chosen because it is prac-
tically as large a unit of the direct-connected type as can be
constructed by the engine builders unless more than two hear-
ings he used — an alternative deemed inadvisable by the engi-
neers of the company. The adoption of a smaller unit would
be less economical of floor space and would tend to produce
extreme complication in so hn;e an installation and, in view
of the rapid changes in load, which in urban railway service ol
this character occur in the morning and again late in the after-
620
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
noon, would be extremely difficult to operate. The experience
of the Manhattan plant has shown, as was anticipated in the
installation of less output than this, the alternators must be
put in service at intervals of twenty minutes to meet the load
upon the station while it is rising to the maximum attained dur-
ing rush hours.
After careful consideration of the possible use of steam
turbines as prime movers to drive the alternators, the com-
pany's engineers decided in favor of reciprocating engines.
This decision was made three years ago and, while the steam
turbine since that time has made material progress, those re-
struction results in narrowing the engine and reducing the en-
gine shafts between bearings.
Construction of the revolving parts of the alternators is such
as to secure very great strength and consequent ability to re-
sist the tendency to burst and fly apart in case of temporary
abnormal speed through accident of any kind. The hub of the
revolving field is of cast steel, and the rim is carried, not by the
usual spokes, but by two wedges of rolled steel. The con-
struction of the revolving field is illustrated in the cuts on this
and the opposite page. The angular velocity of the revolving
field is remarkably uniform. This result is due primarily to
SIDE AND END ELEVATIONS OF THE 5000- KW ALTERNATOR AT THE POWER PLANT
sponsible for the decision are confirmed in their opinion that
it was wise.
THE ALTERNATORS
The alternators closely resemble those installed by the Man-
hattan Railway Company (now the Manhattan division of the
Interborough Rapid Transit Company) in its plant on the East
River, between Seventy-Fourth and Seventy-Fifth Streets.
They differ, however, in having the stationary armature di-
vided into seven castings instead of six, and in respect to details
of the armature winding. They are three-phase machines,
delivering 25-cycle alternating current at an effective poten-
tial of 11,0000 volts. They are 42 ft. in height, the diameter of
the revolving part is 32 ft., its weight 332,000 lbs., and the
aggregate weight of the machine 889,000 lbs. The design of
the engine-dynamo unit eliminates the auxiliary fly-wheel gen-
erally used in the construction of large direct-connected units
prior to the erection of the Manhattan plant, the weight and
dimensions of the revolving alternator field being such with
reference to the turning moment of the engine as to secure
close uniformity of rotation, while at the same time this con-
the fact that the turning moment of the four-cylinder engine is
far more uniform than is the case, for example, with an ordi-
nary two-cylinder engine. The large fly-wheel capacity of the
rotating element of the machine also contributes materially to
secure uniformity of rotation.
The alternators have forty field poles and operate at 75
r. p. m. The field magnets constitute the periphery of the
revolving field, the poles and rim of the field being built up by
steel plates which are dovetailed to the driving spider. The
heavy steel end plates are bolted together, the laminations
breaking joints in the middle of the pole. The field coils are
secured by copper wedges, which are subjected to shearing
strains only. In the body of the poles, at intervals of ap-
proximately 3 ins., ventilating spaces are provided, these spaces
registering with corresponding air ducts in the external arma-
ture. The field winding consists of copper strap on edge, one
layer deep, with fibrous material cemented in place between
turns, the edges of the strap being exposed.
The armature is stationary and exterior to the field. Tt
consists of a laminated ring with slots on its inner surface and
f
October 8, 1904.]
STREET RAILWAY JOURNAL.
621
supported by a massive external cast-iron frame. The arma-
ture, as has been noted, comprises seven segments, the topmost
segment being in the form of a small keystone. This may be
removed readily, affording access to any field coil, which in this
ivay may be easily removed and replaced. The armature
winding consists of U-shaped copper bars in partially closed
slots. There are four bars per slot and three slots per phase
per pole. The bars in any slot may be removed from the
armature without removing the frame. The alternators, of
course, are separately excited, the potential of the exciting cur-
rent used being 250 volts.
As regards regulation, the manufacturer's guarantee is that
at 100 per cent power factor if full rated load be thrown off
the electromotive force will rise 6 per cent with constant speed
KEY
A >
« Laminated field magnets
Cast iron ri ug
Rolled steel web
Laminated armature cure
Cast iron armature frame
Steel hub
excite the alternators. The five direct-current dynamos are
connected to the organization of switching apparatus in such
a way that each unit may be connected at will either to the ex-
citing circuits or to the circuits through which auxiliary mo-
tors are supplied.
SWITCHING APPARATUS
Where the power to be controlled is so great, the potential
so high, and the speed requirements in respect to synchronous
operation so exacting, it is obvious that the perfection of con-
trol attained in some of our modern plants is not their least
characteristic. The switch used for the 11,000-volt circuits is
so constructed that the circuits are made and broken under
oil, the switch being electrically operated. Two complete and
independent sets of bus bars are used, and the connections are
Suction IS. IS.
SIDE ELEVATION AND CROSS SECTION OF THE REVOLVING FIELD OF THE MAIN ALTERNATOR
and constant excitation. The guarantee as to efficiency is as
follows : On non-inductive load, the alternators will have an
efficiency of not less than 90.5 per cent at one-quarter load;
94.75 per cent at one-half load ; 96.25 per cent at three-quarters
load ; 97 per cent at full load, and 97.25 per cent at one and
one-quarter load. These figures refer, of course, to electrical
efficiency, and do not include windage and bearing friction.
The machines arc designed to operate under their rated full
load with rise of temperature not exceeding 35 degs. C. after
twenty-four hours.
EXCITERS
To supply exciting current for the fields of the alternators
and to operate motors driving auxiliary apparatus, five 250-kw
direct-current dynamos are provided. These deliver their cur-
rent at a potential of 250 volts. Two of them are driven by
400-hp engines of the marine type, to which they arc direct-
connected, while the remaining three units arc direct-con-
nected to 365-hp three-phase induction motors operating at 400
volts. A storage battery capable of furnishing 3000 amps, for
one hour is used in co-operation with the dynamos provided to
such that each alternator and each feeder may be connected to
either of these sets of bus bars at the will of the operator.
From alternators to bus bars the current passes, first, through
the alternator switch, and then alternatively through one or
the other of two selector switches which are connected, re-
spectively, to the two sets of bus bars.
Provision is made for an ultimate total of twelve sub-sta-
tions, to each of which as many as eight feeders may be in-
stalled if the development of the company's business should
require that number. But eight sub-stations are required at
present, and to some of these not more than three feeders each
are necessary. The aggregate number of feeders installed for
the initial operation of the subway system is thirty-four.
Each feeder circuit is provided with a type H oil switch ar-
ranged to be opened and closed at will by the operator, and
also to open automatically in the case of abnormal flow of
current through the feeder. The feeders are arranged in
groups, each group being supplied from a set of auxiliary bus
bars, which in turn receives its supply from one or the other
of the two sets of main bus barS; means for selection being
622
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15
Cables to Substations
Alternator
GENERAL DIAGRAM OF 11,000-VOLT CIRCUITS IN MAIN POWER STATION
provided as in the case of the alternator circuits by a pair of
selector switches, in this case designated as group switches.
The diagram above illustrates the essential features of the
organization and connections of the 11,000-volt circuits in the
power house.
Any and every switch can he opened or closed at will by the
operator standing at the control board described. The alter-
nator switches are provided also with automatic overload and
reversed current relays, and the feeder switches, as above men-
tioned, are provided with automatic overload relays. These
overload relays have a time attachment which can be set to
open the switch at the expiration of a predetermined time
ranging from .3 of a second to 5 seconds.
The type H-oil switch is operated by an electric motor
through the intervention of a mechanism comprising powerful
springs which open and close the switch with great speed.
This switch when opened introduces in each of the three sides
of the circuit two breaks which are in series with each other.
Each side of the circuit is separated from the others by its
location in an enclosed compartment, the walls of which are
brick and soapstone. The general construction of the switch
is illustrated on the opposite page.
Like all current-carrying parts of the switches, the bus bars
are enclosed in separate compartments. These are constructed
of brick, small doors for inspection ami maintenance being
provided opposite all points where the bus bars are supported
upon insulators. The upper view on page 624 represents a
part of tlie litis bar and switch compartments.
I
October 8, 1904.]
STREET RAILWAY JOURNAL.
62^
— Tie Line Panel
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Alternator I
Switches 1
Exciter Trip
Switches
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DIAGRAM OF THE MAIN CONTROLLING BOARD IN POWER STATION
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Group Switches
The oil switches and group bus bars are located upon the
main floor and extend along the Fifty-Ninth Street wall of the
engine room, a distance of about 600 ft. The main bus bars
are arranged in two lines of brick compartments, which are
placed below the engine room floor. These bus bars are ar-
ranged vertically and are placed directly beneath the rows of
oil switches located upon the main floor of the power house.
Above these rows of oil switches and the group bus bars, gal-
leries are constructed which extend the entire length of the
power house, and upon the first of these galleries at a point
opposite the middle of the power house are located the control
board and instrument board, by means of which the operator
in charge regulates and directs the entire output of the plant.
THE ARRANGEMENT OF OIL SWITCHES AT THE MAI N
POWER STATION
THE CONTROL BOARD
The control board is illustrated on the opposite page.
Every alternator switch, every selector switch, every group
switch, and every feeder switch upon the main floor is here
represented by a small switch. The small switch is connected
into a control circuit which receives its supply of energy at
1 10 volts from a small motor-generator set and storage bat-
tery. The motors which actuate the large oil switches upon
the main floor are driven by this no-volt control current, and
thus in the hands of the operator the control switches make or
break the relatively feeble control currents, which, in turn,
close or open the switches in the main power circuits. The
control switches are systematically assembled upon the con-
trol bench board in conjunction with dummy bus bars and
other apparent (but not real) metallic connections, the whole
constituting at all times a correct diagram of the existing con-
nections of the main power circuits. Every time the operator
changes a connection by opening or closing one of the main
switches, he necessarily changes his diagram so that it repre-
sents the new conditions established by opening or closing the
main switch. In connection with each control switch two
small bull's-eye lamps are used, one red, to indicate that the
corresponding main switch is closed, the other green, to indi-
cate that it is open. These lamps are lighted when the moving
part of the main switch reaches approximately the end of its
travel. If for anv reason, therefore, the movement of the con-
trol switch should fail to actuate the main switch, the indicator
lamp will not be lighted.
The control board is divided into two parts — one for the
connections of the alternators to the bus liars and the other for
the connection of feeders to bus bars. The illustrations on
accompanying pages show in plain yiew the essential features
of the control boards.
THE INSTRUMENT BOARD
A front view of the instrument board is also shown on page
622. This board contains all indicating instruments for alter-
nators and feeders. It also carries standardizing instruments
and a clock. Tn the illustration the alternator panels are shown
at the left and the feeder panels at the right. For the alternator
panels, instruments of the vertical edgewise type are used.
Each vertical row comprises the measuring instruments for an
alternator. Beginning at the top and enumerating them in
order these instruments are: Three ammeters, one for each
phase, a voltmeter, an indicating wattmeter, a power factor in
dicator and a Held ammeter, The round dial instrument shown
624
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
VIEW OF PART OF THE BUS-BAR COMPARTMENTS, BELOW THE SWITCHBOARD GALLERY
at the bottom of each row of instruments is a three-phase re-
cording wattmeter.
A panel located near the center of the board between alter-
nator panels and feeder panels carries standard instruments
used for convenient calibration of the alternator and feeder in-
struments. Provision is made on the back of the board for
convenient connection of the standard instruments in series
with the instruments to be compared. The panel which carries
the standard instruments also carries ammeters used to meas-
ure current to the auxiliary circuits in the power house.
For the feeder board, instruments of
the round dial pattern are used, and for
each feeder a single instrument is pro-
vided, viz., an ammeter. Each vertical
row comprises the ammeters belonging to
the feeders which supply a given sub-
station, and from left to right these are
in order sub-stations Nos. 11, 12, 13, 14,
15, 16, 17 and 18; blank spaces are left
for four additional sub-stations. Each
horizontal row comprises the ammeter
belonging to feeders which are supplied
through a given group switch.
This arrangement in vertical and hori-
zontal lines, indicating respectively feed-
ers to given sub-stations and feeders
connected to the several group switches,
is intended to facilitate the work of the
operator. A glance down a vertical row
without stopping to read the scales of the
instruments will tell him whether the
feeders are dividing with approximate
equality the load to a given sub-station.
Feeders to different sub-stations usually
carrv different loads and, arenerallv
speaking, a glance along a horizontal row will convey no in-
formation of especial importance. If, however, for any reason
the operator should desire to know the approximate aggregate
load upon a group of feeders this systematic arrangement of
the instruments is of use.
CABLES, DUCTS AND CONDUIT SYSTEM FOR DISTRIBUTION
From alternators to alternator switches the 11,000-volt alter-
nating currents are conveyed through single conductor cables,
insulated by oil cambric, the thickness of the wall being 12-32
of an inch. These conductors are installed in vitrified clay
> 4ft,
PHE TYPE OF THREE-CONDUCTOR NO. 000 CABLE USED FOR THE 11,000-VOLT
ALTERNATINC-CURRENT DISTRIBUTION i
October 8, 1904.]
STREET RAILWAY JOURNAL.
625
r
c
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:
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mm
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s
DUCT LINE ACROSS FIFTY-EIGHTH STREET— THIRTY-TWO
DUCTS
ducts. From dynamo switches to bus bars and from bus bars
to group and feeder switches, vulcanized rubber insulation
containing 30 per cent pure Para rubber is employed. The
thickness of insulating wall is 9-32-in. and the conductors are
supported upon porcelain insulators.
From the power house to the subway at Fifty-Eighth Street
and Broadway two lines of conduit, each comprising thirty-two
CABLE DUCTS UNDER A PASSENGER STATION PLATFORM-
SIXTY-FOUR DUCTS
one side of the subway, beneath the platform of a passenger
station. From City Hall to Ninety-Sixth Street (except
through the Park Avenue Tunnel) sixty-four ducts are pro-
vided on each side of the subway. North of Ninety-Sixth
Street sixty-four ducts are provided for the west side lines and
an equal number for the east side lines. Between passenger
stations these ducts help to form the side walls of the subway,
ARRANGEMENT OF DUCTS ALONG
INSIDE WALL OF TUNNEL— VIEWS OF THE CABLE MANHOLES IN THE SIDE WALL OF THE TUNNEL, SHOWING ROLLING
SIXTY-FOUR DUCTS SHUTTER DOORS FOR READY ACCESS
ducts, have been constructed by the company. These conduits
are located on opposite sides of the street. The arrangement of
ducts is 8 x 4, as shown in the section above.
The location and arrangement of ducts along the line of the
subway are also illustrated in the two diagrams herewith, which
r,how respectively a section of ducts on one side of the
subway, between passenger stations and a section of ducts and
and are arranged thirty-two ducts high and two ducts wide.
Beneath the platform of passenger stations the arrangement is
somewhat varied because of local obstructions, such as pipes,
sewers, etc., of which it was necessary to take account in the
construction of the stations.
The necessity of passing the cables from the 32 x 2 arrange-
ment of ducts along the ?ide of the tunnel to 8 x 8 and 16 x 4
626
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
EXTERIOR OF SUB-STATION NO. 18
arrangements of ducts beneath the passenger platforms in-
volves serious difficulties in the proper support and protection
of cables in manholes at the ends of the station platforms. In
order to minimize the risk of interruption of
service due to possible damage to a consider-
able number of cables in one of these man-
holes, resulting from short circuit in a single
cable, all cables except at the joints are cov-
ered with two layers of asbestos aggregating a
full ' -4 - i 1 1 . in thickness. This asbestos is spe-
cially prepared and is applied by wrapping the
cable with two strips each 3 ins. in width, the
outer strip covering the line of junction be-
tween adjacent spirals of the inner strip, the
whole when in place being impregnated with a
solution of silicate of soda. The joints them-
selves are covered with two layers of asbestos
held in place by steel tape applied spirally. To
distribute the strains upon the cables in man-
holes, radial supports of various curvatures,
and made of malleable cast iron, are used.
The photograph on page 625 illustrates the
arrangement of cables in one of these man-
holes.
In order to further diminish the risk of in-
terruption of the service due to failure of
power supply, each sub-station south of
Ninety-Sixth Street receives its alternating
current from the power house through cables
carried on opposite sides of the subway. To
protect the lead sheaths of the cables against
damage by electrolysis, rubber insulating
pieces 1-6 of an inch in thickness are placed
between the sheaths and the iron bracket sup-
ports in the manholes.
HIGH-TENSION CABLES
The cables used for conveying energy from the power house
to the several sub-stations aggregate approximately 150 miles
in length. The cable used for this purpose comprises three
stranded copper conductors, each of which contains nineteen
wires, and the diameter of the stranded conductor thus formed
is 2-5 of an inch. Paper insulation is employed and the triple
cable is enclosed in a lead sheath 9-64 of an inch thick. Each
conductor is separated from its neighbors and from the lead
sheath by insulation of treated paper 7-16 of an inch in thick-
ness. The outside diameter of the cables is 2^ ins., and the
weight lbs. per lineal foot. In the factories the cable as
manufactured was cut into lengths corresponding to the dis-
tance between manholes, and each length subjected to severe
tests, including application to the insulation of an alternating
current potential of 30,000 volts for a period of thirty minutes.
These cables were installed under the supervision of the Inter-
borough Company's engineers, and after jointing, each com-
plete cable from power house to sub-station was tested by ap-
plying an alternating potential of 30,000 volts for thirty
minutes between each conductor and its neighbors, and be-
tween each conductor and the lead sheath.
SUB-STATIONS
The tri-phase alternating current generated at the power
house is conveyed through the high-potential cable system to
eight sub-stations containing the necessary transforming and
converting machinery. These sub-stations are designed and
located as follows :
Sub-station No. 11— 31-33 City Hall Place.
Sub-station No. 12 — 108-110 East Nineteenth Street.
Sub-station No. 13 — 225-227 West Fifty-Third Street.
Sub-station No. 14 — 264-266 West Ninety-Sixth Street.
EXTERIOR VIEW OF SUB-STATION NO. 11, SHOWING ARTISTIC
ARCHITECTURAL TREATMENT
October 8, 1904.]
STREET RAILWAY JOURNAL.
627
GENERAL INTERIOR VIEW OF
SUB-STATION NO. 11, SHOWING ARRANGEMENT
SWITCHBOARD GALLERY, ETC.
OF TRANSFORMERS. ROTARTFS.
Sub-station No. 15 — 606-608 West 143d Street.
Sub-station No. 16 — 73-77 West 132CI Street.
Sub-station No. 17 — Hillside Avenue, 301 ft. west of Eleventh
Avenue.
Sub-station No. 18 — South side of Fox Street (Simpson Street),
60 ft. north of Westchester Avenue.
The converter unit selected to receive the alternating cur-
rent and deliver direct current to the track, etc., has an output
of 1500 kw with ability to carry 50 per cent overload for three
hours. The average area of a city lot is 25 ft. x 100 ft., and a
sub-station site comprising two adjacent lots of this approxi-
mate size permits the installation of a maximum of eight 1500-
kw converters with necessary transformers, switchboard and
other auxiliary apparatus. In designing the sub-stations, a
type of building with a central air-well was selected. The
typical organization of apparatus is illustrated in the ground
plan and vertical section on this and the next page, and provides,
as shown, for two lines of converters, the three transformers
which supply each converter being located between it and the
LONGITUDINAL SECTION OF SUB-STATION NO. 14, TO SHOW BUILDING DETAILS AND ARRANGEMENT OF APPARATUS
028
STREET RAILWAY JOURNAL.
LVol. XXIV. No. 15.
CROSS SECTION OF SUB-STATION NO. 14
the tri-phase cables into direct current adapted to operate the
motors with which the rolling stock is equipped. This appa-
ratus comprises transformers, converters and certain minor
auxiliaries. The transformers, which are arranged in groups
of three, receive the tri-phase alternating current at a poten-
tial approximating 10,500 volts, and deliver equivalent energy
(less the loss of about 2 per cent in the transformation)
to the converters at a potential of about 390 volts. The con-
verters receiving this energy from their respective groups of
transformers in turn deliver it (less a loss approximating 4 per
cent at full load) in the form of direct current at a potential of
625 volts to the bus-bars of the direct-current switchboards,
from which it is conveyed by insulated cables to the contact
rails. A general view of the interior of one of the sub-stations
is given on page 627.
The illustration on page 630 is from a photograph taken on
one of the switchboard galleries. In the sub-stations, as in
the power house, the high-potential alternating-current circuits
are opened and closed by oil switches, which are electrically
operated by motors, these in turn being controlled by no-volt
direct-current circuits. Diagrammatic bench boards are used, as
at the power house, but in the substations they are, of course,
relatively small and free from complication.
The instrument board is supported by iron columns and is
carried at a sufficient height above the bench board to enable
CONVERTER FLOOR PLAN AND PLAN OF SWITCHBOARD GALLERY-SUB-STATION NO. 14
adjacent side wall. The switchboard is located at the rear of
the station. The central shaft affords excellent light and ven-
tilation for the operating room. The steel work of the sub-
stations is designed with a view to the addition of two storage-
battery floors, should it be decided at some future time that the
addition of such an auxiliary is advisable.
The necessary equipment of the sub-stations implies sites
approximately 50 ft. x 100 ft. in dimensions, and sub-stations
Nos. 14, 15, 17 and 18 are practically all this size. Sub-sta-
tions Nos. 11 and 16 are 100 ft. in length, but the lots acquired
in these instances being of unusual width, these sub-stations
are approximately 60 ft. wide. Sub-station No. 12, on account
of wide limited ground space, is but 48 ft. and 92 ft. long. In
each of the sub-stations, except No. 13, foundations are pro-
vided for eight converters; sub-station No. 13 contains founda-
tions for the ultimate installation of ten converters.
The function of the electrical apparatus in sub-stations, as auxiliary sub-station equipment, comprising MOTOR-
has been stated, is the conversion of the high-potential alter- generator set for SUPPLYING ALTERNATING CURRENT
nating-current energy delivered from the power house through rotar^y^s^ta^ter^set^^^^^ AND A motor-generator
October 8, 1904.]
STREET RAILWAY JOURNAL.
629
TWO GROUPS OF SUB-STATION STEP-DOWN
TRANSFORMERS
THE STANDARD SUB-STATION ROTARY-CONVERTER— 1500 K\V CAPACITY
the operator, while facing the bench board and the instru-
ments, to look out over the floor of the sub-station without
turning his head. The switches of the direct-current circuits
are hand operated and are located upon boards at the right and
left of the control board.
A novel and important feature introduced (it is believed for
the first time) in these sub-stations is the location in separate
brick compartments of the automatic circuit breakers in the
direct-current feeder circuits. These circuit-breaker compart-
ments are shown in the lower photograph on page 630, and are
in a line facing the boards which carry the direct feeder
switches, each circuit breaker being located in a compartment
directly opposite the panel which carries the switch belonging"
to the corresponding circuit. This plan will effectually prevent
damage to other parts of the switchboard equipment when cir-
cuit breakers open automatically under conditions of short-cir-
cuit. It also tends to eliminate risk to the operator, and, there-
fore, to increase his confidence and accuracy in manipulating
the hand-operated switches.
The three conductor cables which convey tri-phase currents
from the power house are carried through tile ducts from the
manholes located in the street directly in front of each sub-
station to the back of the station where the end of the cable is
connected directly beneath its oil switch. The three con-
ductors, now well separated, extend vertically to the fixed ter-
STANDARD SUB-STATION SWITCHBOARD FOR
OPERATION OF THE MOTOR-GENERATORS AND
BATTERIES FOR THE CONTROL CIRCUITS
THE SUB-STATION SWITCHBOARD FOR THE ALTERNATING-
CURRENT BLOCK-SIGNAL MOTOR-GENERATOR AND CIRCUITS
minals of the switch. In each sub-station but one set of high-
potential alternating-current bus-bars is installed, and between
each incoming cable and these bus-bars is connected an oil
switch. In like manner, between each converter unit and the
bus-bars an oil switch is connected into the high-potential cir-
cuit. The bus-bars are so arranged that they may be divided
into any number of sections not exceeding the number of con-
verter units, by means of movable links which, in their normal
condition, constitute a part of the bus-bars.
Each of the oil switches between incoming circuits and bus-
Street railway journal
[Vol. XXIV. No. 15.
THE OPERATING SWITCHBOARD IN GALLERY- SUB STATION NO. 11— SHOWING UNOBSTRUCTED VIEW ACROSS CONVERTER
FLOOR BELOW
bars is arranged for automatic operation, and is equipped with
a reversed current relay, which, in the case of a short-circuit
in its alternating-current feeder cable opens the switch and so
disconnects the cable from the sub-station without interference
with the operation of the other cables
or the converting machinery.
DIRECT-CURRENT DISTRIBUTION
FROM SUB-STATIONS
The organization of electrical con-
ductors provided to convey direct
current from the sub-stations to the
moving trains can be described most
conveniently by beginning with the
contact, or so-called third rail. South
of Ninety-Sixth Street the average
distance between sub-stations ap-
proximates 12,000 ft., and north of
Ninety-Sixth Street the average dis-
tance is about 15,000 ft. Each track,
of course, is provided with a contact
rail. There are four tracks, and con-
sequently four contact rails, from
City Hall to Ninety-Sixth Street,
three from Ninety-Sixth Street to
145th Street on the West Side, two
from 145th Street to Dyckman Street,
and three from Dyckman Street to
the northern terminal of the West
Side extension of the system. From
Ninety-Sixth Street, the East Side
has two tracks and two contact rails
to Mott Avenue, and from that point
to the terminal at i82d Street three
tracks and three contact rails. Contact rails south of
Reade Street are supplied from sub-station No. 11;
from Reade Street to Nineteenth Street they are sup-
plied from sub-stations Nos. 11 and 12; from Nineteenth
VIEW AT REAR OF OPERATING BOARD IN SWITCHBOARD GALLERY— SUB-STATION
NO. 11-SHOWING COMPARTMENTS FOR THE DIRECT- CURRENT CIRCUIT BREAKERS
October 8, 1904. J
STREET RAILWAY JOURNAL
631
Street they are supplied from sub-stations Nos. 12 and 13;
from the point last named to Ninety-Sixth Street they are sup-
plied from sub-stations Nos. 13 and 14; from Ninety-Sixth
Street to 143d Street, on the West Side, they are supplied from
sub-stations Nos. 14 and 15; from 143d Street to Dyckman
Street they are supplied from sub-stations Nos. 15 and 17, and
from that point to the terminal they are supplied from sub-
station No. 17. On the East Side branch contact rails from
Ninety-Sixth Street to i32d Street are supplied from sub-sta-
tions Nos. 14 and 16; from i32d to 165th Streets they are sup-
plied from sub-stations Nos. 16 and 18, and from 165th Street
to i82d Street they are supplied from sub-station No. 18.
LIGHTING SYSTEM FOR PASSENGER STATIONS AND TUNNEL
In the initial preparation of plans and more than a year be-
THE SWITCHES CONNECTING THE FEEDERS TO THE CONTACT
RAIL, AND THEIR PROTECTING BOXES
THE SYSTEM OF RUNNING DIRECT-CURRENT FEEDERS FROM
MANHOLES TO CONTACT-RAIL IN THE TUNNEL
fore the accident which occurred in the subway system of
Paris in August, 1903, the engineers of the Interborough Com-
pany realized the importance of maintaining lights in the sub-
way independent of any temporary interruption of the power
used for lighting the cars, and, in preparing their plans, they
provided for lighting the subway throughout its length from a
source independent of the main power supply. For this pur-
pose three 1250-kw alternators direct driven by steam turbines
are installed in the power house, from which point a system of
primary cables, transformers and secondary conductors con-
vey current to the incandescent lamps used solely to light the
do on o^
1 Q_5>
0=9
000 o o o
ARRANGEMENT OF DIRECT-CURRENT FEEDER CONNECTIONS IN FEEDING TWO SECTIONS OF CONTACT RAIL
ARRANGEMENT OF NEGATIVE RETURN-CIRCUIT FEEDERS
632
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
subway. The alternators are of the three-phase type, making
1200 r. p. m. and delivering current at a frequency of 60 cycles
per second at a potential of 11,000 volts. In the boiler plant
and system of steam piping installed in connection with these
turbine-driven units, provision is made for separation of the
steam supply from the general supply for the 5000-kw units
and for furnishing the steam for the turbine units through
either of two alternative lines of pipe.
The 1 1, 000- volt primary current is conveyed through paper
insulated lead-sheathed cables to transformers located in fire-
proof compartments adjacent to the platforms of the passenger
stations. These transformers deliver current to two separate
systems of secondary wiring, one of which is supplied at a
potential of 120 volts and the other at 600 volts.
The general lighting of the passenger station platforms is
effected by incandescent lamps supplied from the 120-volt sec-
ondary wiring circuits, while the lighting of the subway sec-
tions between adjacent stations is accomplished by incandes-
cent lamps connected in series groups of five each, and con-
nected to the 600-volt lighting circuits. Recognizing the fact
TYPE OF FISH-PLATE CONNECTION USED AT CONTACT
RAIL JOINTS
that in view of the precautions taken it is probable that inter-
ruptions of the alternating-current lighting service will be in-
frequent, the possibility of such interruptions is nevertheless
provided for by installing upon the stairways leading to pas-
senger station platforms, at the ticket booths and over the
tracks in front of the platforms, a number of lamps which are
connected to the contact rail circuit. This will provide light
sufficient to enable passengers to see stairways and the edges of
the station platforms in case of temporary failure of the general
lighting system.
The general illumination of the passenger stations is effected
by means of 32-cp incandescent lamps placed in recessed domes
in the ceiling. These are reinforced by 14-cp and 32-cp lamps
carried by brackets of ornate design where the construction of
the station does not conveniently permit the use of ceiling
lamps. The lamps are enclosed in sand-blasted
glass globes, and excellent distribution is se-
cured by the use of reflectors.
In lighting the subway between passenger
stations it is desirable, on the one hand,
TYPE OF PROTECTING COVERING USED OVER
CONTACT RAIL
to provide sufficient light for track inspection and to
permit employees passing along the subway to see their
way clearly and avoid obstructions ; but, on the other
hand, the lighting must not be so brilliant as to interfere with
easy sight and recognition of the red, yellow and green signal
lamps of the block-signal system. It is necessary also that
the lights for general illumination be so placed that their rays
shall not fall directly upon the eyes of approaching motormen
at the head of trains nor annoy passengers who may be read-
ing their papers inside the cars. The conditions imposed by
these considerations are met in the four-track sections of the
subway by placing a row of incandescent lamps between the
north-bound local and express tracks and a similar row between
the south-bound local and express tracks. The lamps are car-
ried upon brackets supported upon the iron columns of the sub-
way structure, successive lamps in each row being 60 ft. apart.
They are located a few inches above the tops of the car win-
dows and with reference to the direction of approaching trains
the lamps in each row are carried upon the far side of the iron
columns, by which expedient the eyes of the approaching
motormen are sufficiently protected against their direct rays.
POWER-HOUSE LIGHTING
For the general illumination of the engine room, clusters of
Nernst lamps are supported from the roof trusses, and a row
of single lamps of the same type is carried on the lower gallery
about 25 ft. from the floor. This is the first power house in
America to be illuminated by these lamps. The quality of the
VIEW OF MOTOR-CAR TRUCK AND CONTACT RAIL, SHOWING
TYPE OF CONTACT SHOE USED
October 8, 1904.]
STREET RAILWAY JOURNAL.
633
light is unsurpassed and the general effect of the illumination
most satisfactory and agreeable to the eye. In addition to the
Nernst lamps, 16-cp incandescent lamps are placed upon the
engines and along the galleries in places not conveniently
reached by the general illumination. The basement also is
lighted by incandescent lamps.
For the boiler room a row of Nernst lamps in front of the bat-
teries of boilers is provided,
and, in addition to these, in-
candescent lamps are used in
the passageways around the
boilers, at gages and at water
columns. The basement of
the boiler room, the pump
room, the economizer floor,
coal bunkers and coal con-
veyors are lighted by incan-
descent lamps, while arc
lamps are used around the
coal tower and dock. The
lights on the engines and
those at gage glasses and
water columns and at the
pumps are supplied by direct
current from the 250-volt cir-
cuits. All other incandescent
lamps and the Nernst lamps
are supplied through trans-
formers from the 60-cycle
lighting system.
EMERGENCY SIGNAL SYSTEM
In the booth of each ticket
seller and at every manhole along the west side of the
subway and its branches is placed a glass-covered box
of the kind generally used in large American cities for
fire-alarm purposes. In case of accident in the sub-
way which may render it desirable to cut off power from the
contact rails, this result can be accomplished by breaking the
glass front of the emergency box and pulling the hook pro-
general superintendent, instantly intimating the number of the
box which has been pulled. Automatic recording devices in
train despatchers' offices and in the office of the general super-
intendent also note the number of the box pulled.
CONTRACTORS
The contractors for the equipment in the electrical depart-
ment, including that in power plant and sub-stations for gen-
METHOD OF DOUBLE BONDING USED AT JOINTS IN THE
CONTACT RAIL
vided. Special emergency circuits are so arranged that pulling
the hook will instantly open all the circuit breakers at adjacent
sub-stations through which the contact rails in the section
affected receive their supply of power. It will also instantly
report the location of the trouble, annunciator gongs being lo-
cated in the sub-stations from which power is supplied to the
section, in the train despatchers' offices and in the office of the
VIEW OF RUNNING AND CONTACT RAILS IN THE TUNNEL, SHOW ING SPECIAL TYPE OF
END INCLINE USED UPON CONTACT RAILS
oration, transmission, conversion and distribution of power, for
the feeder and third-rail construction, for the electrical-car
equipment, and for the subway, station and power plant light-
ing system, are as follows :
American Steel & Wire Company, cable.
Bajohr, Carl, lightning rods.
Broderick & Company, contact shoes.
Cambria Steel Company, contact rail.
Columbia Machine Works & Malleable Iron Company, contact
shoes.
Consolidated Car Heating Company, car heaters.
D. & W. Fuse Company, fuse boxes and fuses.
Electric Storage Battery Company, storage battery plant.
General Electric Company, motors, power house and'sub-station
switchboards, control apparatus, cable.
General Incandescent Arc Light Company, passenger station
switchboards.
India Rubber & Gutta Percha Insulating Company, cables.
Keasby & Mattison Company, asbestos.
Malleable Iron Fittings Company, third-rail and other castings.
Mayer & England Company, rail bonds.
Mitchell Vance Company, passenger station electric light fixtures.
National Conduit & Cable Company, cables.
National Electric Company, air compressors.
Nernst Lamp Company, power station lighting.
Okonite Company, cables.
Prometheus Electric Company, passenger station heaters.
J. A. Roebling's Sons Company, cables.
Reconstructed Granite Company, third-rail insulators.
Standard Underground Cable Company, cables.
Tucker Electrical Construction Company, wiring for tunnel and
passenger station lights.
Westinghouse Electric & Manufacturing Company, alternators,
exciters, transformers, motors, converters, blower outfits.
Westing-house Machine Company, turbo alternators.
-
634
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
THE NEW STEEL CARS FOR THE SUBWAY DIVISION OF THE
NEW YORK INTERBOROUGH RAPID TRANSIT COMPANY
THE history of the development of the designs for the
rolling stock equipment of the new subway system in
New York City is one of great interest for the many
difficulties introduced by the radical nature of the limiting con-
ditions and service requirements. Probably no corps of rail-
way engineers was ever before confronted with a problem of
so great magnitude and involving so many difficulties, in the
selection of a car equipment, not only on account of the pe-
culiarly special nature of the designs, but also the short length
of time given in which to prepare the plans. But the deter-
mination of the builders of the road to improve upon the best
example, it may be stated that an express train of eight cars
in the subway, to conform to the schedule speed adopted, will
require a nominal capacity of motors on the train of 2000 hp,
in starting from a station stop, with an average accelerating
current at 570 volts, of 325 amps. This rate of energy absorp-
tion, which corresponds to 2500 hp, is not far from double that
taken. by the heaviest steam trains on trunk line railroads when
starting from stations at the maximum rate of acceleration pos-
sible with the most powerful modern locomotives.
Such exacting schedule conditions as those mentioned neces-
sitated the design of cars, trucks, etc., of equivalent strength
to that found in steam railroad car and locomotive construc-
tion, so that, while it was essential to keep down the weight of
the train and individual cars to a minimum owing to the frc-
THE NEW DESIGN OF STEEL CAR FOR THE INTERBUROUGH SUBWAY SYSTEM, INVOLVING THE ENTIRE ELIMINATION OF
THE ELEMENT OF WOOD IN CONSTRUCTION
practice previously known in electrical railroading and to pro-
vide an equipment unequaled on any interurban line, is no-
where better illustrated than in the careful study given to the
types of cars and trucks used on other lines before a selection
was made of those to be employed on the subway.
All of the existing rapid transit railways in this country
and many of those abroad were visited, and the different pat-
terns of cars in use were considered in this investigation, which
included a study of the relative advantages of long and short
cars, single and multiple-side-entrance cars, end-entrance cars
and all of the other varieties which have been adopted for rapid
transit service abroad and at home.
The service requirements of the New York subway intro-
duced a number of unprecedented conditions and limitations as
to car clearance, and required a complete redesign of all the
existing models. The general considerations to be met in-
cluded the following":
Limited subway heights and clearances on curves.
High-schedule speeds with frequent stops.
Maximum carrying capacity for the cars, especially at times
of rush hours, morning and evening.
Maximum strength combined with smallest permissible
weight.
Adoption of all precautions calculated to reduce possibility
of damage from either the electric circuit or from collisions.
The clearance and length of the local station platforms lim-
ited the length of trains, and tunnel clearances the length and
width of the cars.
The speeds called for by the contract with the city intro-
duced motive power requirements which were unprecedented
in any existing railway service, either steam or electric, and
demanded a minimum weight consistent with safety. As an
quent stops, it was equally as essential to provide the strongest
and most substantial type of car construction throughout. A
happy solution of the problem seemed to lay in the use of steel
car construction, but the limitations of car building- facilities
prevented a sufficiently early production in steel at first.
Owing to the two essentials of lightest weight consistent
with strength, however, which were embodied in their con-
END VIEW OF THE STEEL CAR
October 8, 1904.]
STREET RAILWAY JOURNAL.
635
struction, it can safely be asserted that the car construction
finally adopted for use in the subway represents the highest
type of the car building art as it exists to-day, and that all
available appliances for securing strength and durability in
the cars and immunity from accidents have been introduced.
After having ascertained the general type of cars which
would be best adapted for the subway service, and before plac-
ing orders, it was decided to build sample cars embodying the
approved principles of design. From these the management
believed that the details of construction could be more per-
fectly determined than in any other way. Consequently, in the
early part of 1902, two sample cars were built and equipped
with a variety of appliances and furnishings so that the final
type could be intelligently selected. From the tests conducted
on these cars, the final type of car which is described in detail
below was evolved.
In view of the peculiar traffic conditions existing in New
York City and the restricted siding and yard room available in
the subway, it was decided that one standard type nf car for
all classes of service would introduce the most flexible oper-
ating conditions, and for this reason would best suit the public
demands at different seasons of the year and hours of the clay.
In order, further, to provide cars, each of which would be as
GEORGE GIBBS
INTERIOR OF THE NEW STEEL CAR, SHOWING ALUMINUM
SEAT CONSTRUCTION
safe as the others, it was essential that there should be no dif-
ference in constructional strength between the motor cars and
the trail cars. All cars were therefore made of one type, and
can be used interchangeably for either motor or trail-car
service.
As the multiple-unit system of train operation is used, trains
will be made up as required for either express or local service
by varying the number and proportion of motor and trail cars.
Thus, the eight-car express trains, which will be the standard
length of an express train, will be made up of five motor cars
and three trail cars, the motor
cars being either cars 1, 3, 5, 6
and 8, or else numbers 1, 3, 4,
6 and 8. The five-car local
trains will be made up of
three motor cars and two
trail cars, the motor cars be-
ing 1, 3 and 5 ; while the
three-car trains will be equip-
ped with a motor car at each
end.
The motor cars will each be
equipped with two propelling
motors, both of which are car-
ried on the same truck; that is, each motor car has a motor
truck at one end carrying two motors, one geared to each axle,
while the truck at the other end of the car is a "trailer" and
carries no motive power.
THE WOODEN CARS
After the design had been worked out, a great deal of diffi-
culty was encountered in securing satisfactory contracts for
proper deliveries, on account of the congested condition of the
car building works in the country at that time. Contracts were
finally closed, however, in
December, 1902, for 500
cars, and orders were dis-
tributed between four car-
building firms. Of these
cars, some 200, as fast as de-
livered, were placed in oper-
ation on the Second Avenue
line of the elevated railway
division of the company, in
order that they might be
thoroughly tested during the
winter of 1903-4.
The first shipment of these
cars was received by the
company in August, 1903, at
which time a complete de-
scription of the construction
and principal details of
equipment was given in the
Street Railway Journal
(page 264, Aug. 22, 1903).
For details of this wooden
car construction, reference
may be had to the above-
mentioned article. Some of
the leading distinctive fea-
tures of the wooden cars
may, however, be here enu-
merated as follows :
(1) The length is 51 ft.,
and provides seating capacity for fifty-two passengers. This
length is about 4 ft. more than those of the existing Manhattan
Elevated Railroad cars, and enables a five-car local train, seat-
ing 260 people, to load at the local station platforms.
(2) The slope of the car outside, above the window sill,
which was made necessary in order to obtain a wide and
long car on account of the limiting curve clearances in
the subway.
(7,) The enclosed vestibule platforms with sliding doors in-
stead of the usual gates. The enclosed platforms will con-
1NTERIOR FINISH AND METAL
636
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
tribute greatly to the comfort and safety of passengers under
subway conditions.
(4) The anti-telescoping car bulkheads and platform posts.
This construction is similar to that in use on Pullman cars, and
has been demonstrated in steam railroad service to be an im-
portant safety provision against the disastrous results of col-
lisions.
(5) The steel underframing of the car, which provides a
VIEW OF THE FRAMEWORK OF THE CAR WITH THE GIRDER SJ DE-PLATES iN PLACE
rigid and durable bed structure for transmitting the heavy mo-
tive power stresses.
(6) The numerous protective devices against defects in the
electrical apparatus.
(7) Windows, having stationary lower sash, to guard
against drafts.
(8) Emergency brake valve on truck, operating in connec-
tion with the block-signal system.
(9) Emergency brake valve in connection with master con-
troller.
(10) Copper sheathing on outside of car.
Some features of interest and of novelty in electric car con-
struction were introduced in the form of wooden frame mem-
bers, reinforced heavily by structural steel shapes. The side
sills are of 6-in. channels, which are enclosed on both sides by
white oak timbers, and the center sills are 5-in. I-beams, faced
<>n both sides with Southern pine. The .car-body end sills are
also of steel shapes, securely attached to the side sills by steel
castings and forgings, the end-sill channel being faced with a
white-oak filler, mortised to receive the car-body end posts,
and braced at each end by gusset plates. The body bolster is
made up of two rolled-steel plates bolted together at their ends
and supported by a steel-draw casting, the ends of which form
a support for the center sills. The flooring inside the car is
double and of maple, with asbestos fire-felt between the layers,
and is protected below by steel plates and "transite" (asbestos)
board.
The side framing of the car is of white ash, doubly braced
and heavily trussed. There are seven composite wrought-iron
carlines forged in shape for the roof, each sandwiched between
two white ash carlines, and with white ash intermediate car-
lines. The platform posts are of compound construction, with
anti-telescoping posts of steel bar sandwiched between white
ash posts at corners and centers of vcstibuled platforms. These
posts are securely bolted to the steel longitudinal sills, the steel
anti-telescoping plate below the floor, and to the hood of the
bow, which serves to reinforce it. This bow, it might be men-
tioned in this connection, is a heavy steel angle in one piece,
reaching from plate to plate, and extending back into the car
6 ft. on each side. By this construction it is believed that the
car framing is practically indestructible. In case of accident,
if one platform should ride over another, 8 sq. ins. of metal
would have to be sheared off the posts before the main body of
the car would be reached, which
would afford an effective means of
protection.
The precautions to secure safety
from fire consist generally in the per-
fected arrangement and installation
of the electrical apparatus and the
wiring. For the lighting circuits a
flexible steel conduit is used, and a
special junction box. On the side and
upper roofs, over these conduits for
the lighting circuits, a strip of sheet
iron is securely nailed to the roof
boards before the canvas is applied.
The w ires under the floor are carried
in ducts of asbestos compound (elec-
trobestos) molded into suitable forms.
Special precautions have been
taken with the insulation of the
wires, the specifications calling for,
first, a layer of paper ; next, a layer
i layer of cotton saturated with a
weather-proof compound, and outside of this a layer of
asbestos. The hangers supporting the rheostats under the car
body are insulated with wooden blocks, treated by a special
of rubber, and then
VIEW OF THE UNDERFRAME UNIT FOR THE STEEL CAR, TO
SHOW SIMPLICITY AND LIGHTNESS MADE POSSIBLE BY
SIDE FRAME GIRDER CONSTRUCTION
process, being dried out in an oven and then soaked in an in-
sulating compound, and covered with %-in. "transite" board.
Tin- rheostat boxes themselves are also insulated from the
angle iron supporting them. Where the wires pass through
October 8, 1904.]
STREET RAILWAY JOURNAL.
637
the flooring they are hermetically sealed to prevent the admis-
sion of dust and dirt.
At the forward end, or what is known as the No. 1 end, of
each motor car, all the wires are carried to a slate switchboard
in the motorman's cab. This board is 44 ins. x 27 ins., and is
mounted directly back of the motorman. The window space
occupied by the board is ceiled up with mahogany panels, and
the space back of it is boxed in and provided with a door of
steel plate, forming a box, the cover, top, bottom and sides of
which are lined with electrobestos y2 in. thick. All of the
switches and fuses, except the main trolley fuse and bus-line
fuse, which are encased and placed under the car, are carried
on this switchboard. Where the wires are carried through the
floor or any partition, a steel chute, lined with electrobestos, is
used to protect the wires against mechanical injury. It will
be noted from the above, that no power wiring, switches or
fuses are placed in the car itself, all such devices being outside
in special steel insulated compartments.
THE STEEL CARS
At the time of 'placing the first contract for the rolling stock
of the subway, the question of using an all-steel car was care-
fully considered by the management. Such a type of car. in
many respects, presented desirable features for subway work
as representing the ultimate of absolute incombustibility. Cer-
tain practical reasons, however, prevented the adoption of an
all-steel car in the spring of 1902, when it became necessary
to place the orders mentioned above for the first 500 cars.
Principal among these reasons was the fact that no cars of
this kind had ever been constructed, and as the car building
works of the country were in a very congested condition, all of
Side Plates and Corrugated Flooring in Place
THREE STAGES IN CONSTRl
energies at that time to the production of a wooden car with
sufficient metal for strength and protection from accident, i. e.,
a stronger, safer and better constructed car than had hereto-
fore been put in use on any electric railway in the world. These
properties, it is believed, are embodied in the car which has
just been described.
The plan of an all-metal car, however, was not abandoned,
The Skeleton Framework of the Car
Framework Completed and Monolithic Floor Laid
CTION OF THE STEEL CAR
the larger companies declined to consider any standard speci-
fications, even for a short-time delivery ; while, for cars in-
volving the extensive use of metal, the question was impossible
of immediate solution. Again, there were a number of very
serious mechanical difficulties to be studied and overcome in
the construction of such a car, such as avoidance of excessive
weight — a serious clement in a rapid transit service — insulation
from the extremes of heat and cold, and the prevention of un-
due noise in operation. It was decided, therefore, to bend all
and, although none was in use in passenger service anywhere,
George Gibbs, the consulting engineer of the company, took
immediate steps to design a car of this type and conduct the
necessary tests to determine whether it would be suitable for
railway service. None of the car building companies were
willing to undertake the work, but the courteous co-operation
nl the Pennsylvania Railroad Company was secured in placing
its manufacturing facilities at Altoona al the disposal of the
Interborough Rapid Transit Company. Plans were prepared
October 8, 1904.]
STREET RAILWAY JOURNAL.
639
8 0% Oyer Si lis -
7" Orer Sheathincf-
HALF SECTION OF THE STEEL FRAMING TO SHOW ARRANGE-
MENT OF THE ANGLE BRACES BY WHICH THE FLOOR LOAD
IS TRANSFERRED TO THE GIRDER SIDE FRAME
for construction as quickly as the novel character permitted,
and after about fourteen months of work a sample type was
completed in December, 1903.
The sample car naturally embodied some faults which only
experience could correct, the principal one being that the car
was not only too heavy for use on the elevated lines of the
company, but attained an undesirable weight for subway opera-
tion. From this original design, however, Mr. Gibbs has
worked out a second one, containing many radical departures,
and a contract was given to the American Car & Foundry
Company, by the Interborough Company,, for 200 of these all-
steel cars. Deliveries under this contract have already been
given thorough test, and the car appeared to meet expectations
so admirably that a supplementary order has been placed with
the American Car & Foundry Company, the builders of the first
lot, for an additional 100 cars. Tt may be said that the result
of careful designing has been to produce a new type of railway
passenger car of absolutely lire-proof qualities, and one which
weighs practically the same as the old wooden car; further,
640
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
the car has admirable riding qualities, is durable in construc-
tion, and as may be judged from the views on page 634, sightly
in appearance.
SPECIFICATIONS
The general dimensions of the
all-steel
car
differ
only
slightly from those of the wooden cars,
and
also
that of the
Manhattan Railway cars :
Wooden
All Sleel
Manhat-
Cars
Cars
tan Cars
ft.
ins.
ft.
ins.
ft.
ins.
Length over body corner posts
42
7
41
39
IO
Length over butters
51
2
51
2
47
I
Length over draw-bars
51
5
51
5
47
4
8
8
6%
8
6
8
10
8
7
8
7
8
n#
9
Vz
8
9
8
10%
8
VA
8
77A
8
8
8
8
8
9A
Height from under side of sill to top of
7
3's
7
1
7
Height of body from under side of center
8
97A
8
9H
9
5'A
Height of truck from rail to top of truck
center plate (car light)
2
S
2
8
2
5 A
Height from top of rail to under side of
side sill at truck center (car light) ....
3
ilA
3
2's
3
3 A
Height from top of rail to top of roof
12
U
12
0
1 2
io'/2
The details of construction finally decided upon and specified
for the steel cars involves some very interesting departures
from usual methods of car construction, and the many radically
new features warrant a careful study by all interested in heavy
electric railroad service. The desire of eliminating the ele-
ment of wood as far as possible, in order to secure absolutely
incombustible construction, led to the incorporation of many
novel ideas, such as, in addition to the metal frame work, the
use of plastic flooring, metal door and window framing, metal
interior trim throughout, etc. Even the types of seat and
cushion construction used, present examples of the extreme to
which this desire has been carried.
It early became evident, especially from the experience
gained in the construction of the experimental car, that in
order to carry the car and live load, a radical departure from
usual methods of supporting the car body, namely, by the cen-
ter and side sills with the usual under-trussing, would be neces-
sary. Any attempt at carrying the weight of the car by the sill
members would have required very heavy construction of un-
der-framing, as has been the general experience in modern
steel freight and gondola-car construction. Eventually the idea
of carrying the weight of the car by the side framing, which
is being very largely introduced into modern heavy steel-car
construction, was made use of, with the result that in the sub-
way steel car the side-framing sections of each car are made
to serve as plate girders, from which the floor load of the car is
carried. The novelty embodied in this principle makes a care-
ful description of its application in this case — the first of the
kind which has been attempted in passenger-car construction —
of more than usual interest. Its application to this form of
car construction is the invention of Mr. Gibbs, by whom it has
been patented.
FRAMING
The principal features nf the new construction are well illus-
trated in the accompanying drawings and photographs. The
framing detail drawing illustrates the arrangement of the sills
as related to the side framing, and shows the special diagonal
struts or girders, long and short, which are used, not only to
tie the two together, but also to transfer to the side-frame
girders the floor load. As may be noted, the center sills consist
of two 6-in. I-beams, while the side sills are 5-in. x 3-in. steel
angles ; each of these sill members extends in one piece from
platform end sill to platform end sill. This under-frame con-
struction is in reality very light, and would in itself be far from
sufficient to carry even the weight of a car of this size ; in fact,
the frame work of the car alone is not self-supporting.
The actual load-carrying member of the car is to be seen in
the section of the side framing beneath the special belt rail.
This member, as built up, serves to form a plate girder 36 ins.
in height, the lower member of which is the 3-in. x 5-in. angle
side sill, and the upper member of which is the special 3^4-in.
x 4-in. bulb angle, which serves as the belt rail. The web is of
J^-in. steel plate, having been applied in lengths corresponding
to the distances between the single side posts of the car; here
the plates are joined with butt-strap joints, heavily riveted to
the single posts. The plates are also similarly riveted to the
double posts, as indicated. This forms a girder of such un-
usual strength that no truss rods beneath the car are required
for keeping the car in alignment, and it is used to carry the
entire floor load of the car, transferring the same to the trucks
through the special body bolsters. The novel idea of placing
the upper truss member outside and making it serve also as the
window belt rail enables the upper frame posts to be made
continuous from the lower side sills to the top plate.
UNDERFRAMING
The underframing construction of the car was, of course,
greatly simplified by the absence of steps, the station platforms
in the subway having been arranged, in conformity to elevated
railway practice, on levels with the car floors. This permitted
the side sills to extend to the end sills, which are located adja-
cent to the buffer beams. Thus in reality no special construc-
tion was necessary in the underframing for the platform, which
extends as a solid member throughout the length of the car.
The car-body end sill is formed of a 6-in. x 3^-in. steel angle,
bent to radius of 5^2 ft., to conform to the shape of the buffer.
It is secured to the side and center sills of the underframe by
special cast-steel brackets, as shown in the drawings, and in
addition by a heavy steel anti-telescoping plate, which is
strongly riveted to the under sides of the sill members, pro-
ducing an immensely strong frame-end construction.
A construction corresponding to that of a body-end sill is ap-
plied in the form of two 4-in. channels, fitted in between the
longitudinal sills, and heavily riveted by means of corner
brackets of 3-in. x 3-in. angles, as shown in the drawings.
These members carry the end bulkheads of the car between the
platform and interior. They are faced on top with a fire-
proof ash member, to which the malleable iron threshold plate
is fastened. Cross members of steel angles are also riveted be-
tween the longitudinal sills at various spacings to correspond
with usual needle-beam construction of wooden cars ; these,
besides stiffening the underframe, assist in carrying the floor.
The buffer beam is of white oak bolted to the platform end sill
and faced with a ^8-in. steel plate, as shown in the draft rig-
ging drawing.
Other important features of the steel framing construction
are to be seen in additional drawings. The methods of fasten-
ing provided for mounting the body-end posts and vestibule
posts in the underframing are novel. The vestibule posts are
set in and riveted fast to the special cast-steel pocket castings
which serve to join the side and end sills of the underframe,
as above referred to. The body-end posts are similarly secured
in place hv pressed-steel brackets, which, when riveted up,
furnish enormously strong construction. The tieing of
October 8, 1904.]
STREET RAILWAY JOURNAL.
641
these posts to the roof framing is similarly provided for,
as shown.
The hody bolster is made up of two rolled-steel plates, each
•)4 in. x 9 ins., shaped as shown in the detailed drawing of the
draft-rigging system. The top and bottom members are ma-
chined on their outer ends, so as to fit perfectly, and are bolted
together at their ends and to the side steel of the car, as shown ;
a filler casting is used in joining the ends to the side sill of the
car. The filler casting
between the top and
bottom members of the
bolsters is of malleable
iron, which is planed on
top, bottom and end
surfaces so as to per-
fectly fit the bolster.
This casting is bolted
to the bolster, as shown,
the four vertical bolts
used being also made
use of to secure the
center-bearing plate to
the lower side of the
bolster frame. The body
bolster, filler casting
and center plate arc
drilled for a 2 3-32-in.
king bolt. The side and
center bearings pro-
vided are of types
which are in general
use, the side bearings
being spaced with cen-
ters 28^2 ins. from the
king bolt.
SIDE AND ROOF
FRAMING
The drawings given
of the car framing show
the principal features
of the side and end
framing of the car and
its roof construction. The window posts, which form a part of
the side-plate girder construction, previously referred to, extend
up and are riveted to the steel angle side plates, which extend
from end bow to end bow. The body-corner posts and the ves-
tibule posts are also rigidly connected to the side plates by spe-
cial steel castings, thus forming a rigid base for the roof frame.
Idle roof frame details are well illustrated in an accompany-
ing photograph, in addition to the drawings. The roof is built
up in a unit of a series of malleable iron carlines, each attached
to the side plate above a window post, and all tied together by
the longitudinal purlins to which they are riveted by special
angle brackets. All carlines and purlins are faced w ith furrings
of fire-proof ash, and also similar blocks are bolted to the side
plates, upon which the roof covering of fire-proof composite
board and the head-linings are fastened. Special forged
brackets are also provided on each carline to carry the cleres-
tory eaves molding, while the deck plate and sills are of fire-
proof ash pieces.
DRAFT DIGGING
The draft rigging for the steel cars involves interesting fea-
tures, as shown in the accompanying drawing. The arrange-
ment of apparatus provides for new improved type of auto-
matic coupler, built by the W. T. Van Dorn Company, which is
the standard of the Interborough Company. The coupler head
is attached to the draw-bar through the Van Dorn standard
type of spring buffer casting, to the top of which is riveted the
main draw-bar, 8 ins. x il/2 ins. in section. Limitations of con-
struction prevented this main draw-bar being carried through
to the king bolt, so that a special form of auxiliary bolster con-
struction was necessary to permit the desired radial movement
VIEW TAKEN FROM PIT BENEATH ONE OF TliJi STEEL CARS, SHOWING ARRANGEMENT OF APPARATUS
or swing for the coupler. An auxiliary draw-bar, 8 ins. x 2 ins.
in section, is carried from the opening in the main body bolster
filler casting forward a distance of 19 ins., where it ends in a
special type of auxiliary bolster, bolted in between the center
sills, as shown. This auxiliary draw-bar is forged in clevis
shape, into which the end of the main draw-bar is secured by
an auxiliary king bolt, 2^ ins. in diameter.
This provides a main draw-liar radius of 6 ft. 1 in., while
a transverse swing movement of the coupler of 36 ins. is there-
by secured. The weight of the main draw-liar is carried by a
special sector plate above the spring buffer casting, which as-
sists in taking care of the buffing strains from the draft rig-
ging. The main sector plate upon which the draw-head itself
slides, is built up of a 4-in. angle, curved to correspond with
the movement of the draw-head, as shown. This drawing also
shows the arrangement of the safety chain and anchor rods,
and also the spring buffer devices upon the anchor rods by
which shocks upon the chains will be transferred to the sills.
The safety chains are built up of 27g-in. links of 7y-in. round
iron.
TRUCKS
The trucks which will be used for the steel cars arc identical
642
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
4 j#"
DETAILS OF THE PLATFORM CONSTRUCTION AND ARRANGEMENT OF DRAFT RIGGING, SHOWING ALSO THE TYPE OF
BODY BOLSTER CONSTRUCTION USED
( ICTOBER, 8, 1904.]
STREET RAILWAY J< )URNAL
643
with those previously ordered for use under the wooden ears.
The type of truck adopted was illustrated and described in the
Aug. 15, 1903, issue of the Street Railway Journal, in which
article the types of wheels and axles to be used were referred
1o. As may be seen from the accompanying photograph, the
truck resembles in general design the usual standard designs
which have been used successfully in heavy high-speed electric
railroading. It embraces the many Master Car Builders' stand-
ards, which tend toward conformity to the' latest steam rail-
road practice, while the latest improvements as dictated by
electric railway practice are incorporated. A special design of
truck bolster and spring
plank was worked out to
give the necessary space for
motors.
The trucks were built to
the designs of Mr. Gibbs
and Mr. Thompson, of the
Interborough Company, by
the Baldwin Locomotive
Works, Philadelphia, the
motor trucks being designed
in part for the Westing-
house No. 86 railway mo-
tors, and the remainder for
the General Electric No. 69
railway motors. They are
all arranged for nose sus-
pension. The wheels and
axles were furnished by the
Standard Steel Works, the wheels being of the steel-tired type,
with 2^-in. steel tires held in place by retaining rings.- The
bearings are of Damascus bronze, while the brake-shoes are
the "Diamond S" type, made by the American Brake Shoe &
Foundry Company. The following specifications for both the
motor and the trail trucks indicate their general dimensions
and important features :
MOTOR TRUCKS
Gage of track 4 ft. 8Y2 ins.
Distance between backs of wheel flanges 4 ft. 5-3-4 ins.
Height of truck center plate above rail, car body loaded
■with 15,000 lbs 30 ins.
Height of truck side bearings above rail, car body loaded
with 15,000 lbs 34 ins.
Wheel base 6 ft. 8 ins.
Weight of truck without motors 12,500 !bs.
Weight on center plate with car body loaded . . . .About 27,000 lbs.
Side frames, wrought-iron forged 2*4 ins. x 4 ins.
End frames, steel channel 5 ins. — 11.5 lbs. per ft.
Pedestals, wrought-iron forged
Center transom, steel channel 10 ins. — 30 lbs. per ft.
Truck bolster, cast steel
Equalizing bars, wrought iron 1 Y\ ins- x 6*4 ins.
Center plate, cast steel
Spring plank, wrought iron 1 in. x 3 ins.
Bolster springs, double coil, outside dimensions. 4^ ins. x yY2 ins.
Equalizing spring, duplicate elliptic, length .30 ins.
Brakes, inside hung
Wheels, cast-steel spoke center, steel tired, diameter 3334 ins.
Tires, tread M. C. B. standard 254 ins. x 5% ins.
Axles, diameter at center 6^2 ins.
Axles, diameter at gear seat 7 13-16 ins.
Axles, diameter at wheel seat 7H ins-
Journals 5 ins- x 9 ins.
Journal boxes, M. C. B. type, of malleable iron, bearings,
M. C. B. type
Motor equipment, designed for two Westinghouse No. 86 motors. . .
Suspension, nose types
TRUCK TRAILERS
Height of center plate above rail, car body loaded 30 ins.
Height of side bearings above rail, car body loaded 30 ins.
Wheel base 5 ft- 6 ins.
1 Yz 111s. x 3 ins.
Side and end frames, wrought iron
Pedestals, wrought iron
Center transom, wrought iron
Truck bolster, wood and iron 9-ins. x 12 ins.
Center plate, cast steel
Equalizing bars, wrought iron 1 in. x 5 ins.
Spring plank, white oak '. 2Y2 ins. 12 ins.
Bolster springs to be triple elliptic, width over bands. ... 11*4 ins.
Length of bands to be .-. 33.34 >ns.
Length between centers 32 ins.
Equalizing springs, double coil, diameter 6 ins x 354 ins.
Wheels, spoke center, steel tired, diameter 3 ins.
Tires, tread M. C. B. standard 2Y2 ins. x sY\ ins.
Axles, diameter at center 4^ ins.
THE TYPE OF TRUCK USED UNDER THE SUBWAY CARS
Axles, diameter at wheel seat 534 ins.
Journals, with end ^collars, bearings. .4Y ins. diameter x8 ins. long-
Journal boxes, M. C. B. type, of malleable iron, beraings,
M. C. B. type .*
FLOORING
Another drawing shows the method of flooring construction
which is used. The entire underf ranting is covered with a
sheathing of No. 22 galvanized corrugated sheet iron, which is
laid across the longitudinal sills and secured to the floor angles,
which are especially arranged for this purpose by rivets and
special clips of i-in. band iron, as shown in the drawing. This
corrugated sheathing serves as a base upon which the "Mono-
lith" flooring is laid. The Monolith flooring is a cement-like
material, made up in the following proportions:
5J4 gallons monolith.
34 lb. raw sienna.
1-5 lb. burnt umber.
1 j lb. Tuscan red.
3734 lbs. Monolith cement.
These constituents are mixed with a sufficient quantity of
hardwood sawdust to give the material the consistency of mor-
tar, and it is spread evenly upon the corrugated flooring and
finished smooth on top. The special clips used in riveting the
flooring assist in securing the monolith to the corrugated metal
and holding it in place.
When finished, hardwood strips are laid upon the floor along
the aisles of the car to provide the necessary wearing surface.
Tt was found that these strips could be easily fastened to the
Monolith cement by wood screws after first boring small lead-
ing holes, without cracking it. The floors of the platform are
of j4-in- steel plate riveted to the platform frame. They arc
covered with pebbled rubber matting, which is cemented upon
the steel plate. Special threshold metal treads arc provided at
the passageways between car and platform. Those at the side
and end vestibule door openings are the well-known safety
644
STREET RAILWAY JOURNAL.
(Vol. XXIV. No. ig.
freads of the American Mason Safety Tread Company, Bos-
ton, Mass.
FINISH
The outside finish of the car is applied by the steel plate of
the side-frame girder construction, upon which the paint finish
of Tuscan red is applied. Similar sheathing of special rolled
steel plate is applied to the car ends and platform framing, pre-
senting a smoothly finished surface, which is exceedingly at-
tractive. The window posts are covered with extruded metal,
of which the inside and outside window stops and also the
eaves molding are formed, as shown in the following engrav-
ings of window construction. The roof covering is of fire-
proofed composite board, fastened to the roof framing and
furring, as above stated, and, after receiving a heavy coat of
October 8, 1904.]
STREET RAILWAY JOURNAL.
645
white lead, is covered with No. 6 cotton duck. The fire-proofed
board, which is used for the roof sheathing, as well as for
sheathing the sides of the car within the outside plate finish,
is the well-known "transite" (asbestos) board, made by the
H. W. Johns-Manville Company, New York. It is applied in the
74-in. thickness, and is heavily painted with Sterling varnish.
The window construction is well shown in accompanying
detail drawings, and is worthy of careful study on account of
the interesting method of almost exclusive use of metal. The
side windows have double sash, as shown, of mahogany, the
lower being stationary and the upper arranged to drop. Alumi-
num ratchet racks are provided, in which the "window locks
The style of deck construction, arrangement of deck win-
dows and finish inside are shown in a transverse drawing of
the roof. This shows also the arrangement of hand rail, which
is of Ij^-in. aluminum tubing, for carrying the hand straps.
This rail is carried upon aluminum brackets fastened to the
deck, as shown, and is equipped with thirty-eight hand straps.
In accordance with the latest practice in lighting, three rows of
lamps are used, one of six lamps under the upper roof, and the
others, each having ten lamps, under the side roofs, as shown ;
this drawing also indicates the arrangements of wiring mold-
ing for the light wiring. These moldings are also of aluminum,
thus blending with the general interior finish of the car. The
THE SPECIAL DESIGN OF DOOR-OPERATING MECHANISM FOR OPENING AND CLOSING THE SIDE DOORS FROM OUTSIDE OF
THE END DOORS
may be caught in any position ; the ratchet provision allows the
upper sash to be closed without manipulation of the window
catch or lock, while in lowering, the catch must be opened.
The arrangement of sash, stops and curtain fixtures and run-
ways are well shown in the drawings. Also details of the com-
pleted post construction and the application of the "transite"
wainscoting appear in the lower half.
The interior finish of the car corresponds to the general con-
struction in the use of metal, sheet aluminum having been
adopted. The wainscoting surface between longitudinal seats,
all the end interior panels and the window panels are covered
with No. 14 gage sheet aluminur.., jeing fastened in place over
the inner sheathings of the "transite" (asbestos) board by
nickel-plated round-head screws ; the headlinings are also simi-
larly faced with No. 14 sheet aluminum. All moldings used
throughout the car for finished are of aluminum, pressed to
shape, as shown in the drawings. The result is a very light and
cheerful interior appearance, and from a practical standpoint,
it is a finish that will remain bright and clean with a minimum
of deterioration.
deck sashes are operated by an approved mechanical operating
device by which various degrees of opening may be obtained
with facility.
PLATFORM DETAILS
A large detail drawing is reproduced to show the interesting
details of platform construction upon these cars. The plat-
forms, vestibules and door mechanisms embody the improve-
ments which were originated and patented by Mr. Gibbs. As may
be noted, the platforms themselves are not equipped with gates,
but with doors arranged to slide into pockets in the side fram-
ing, thereby giving up the entire platform to the passengers.
These doors are closed and opened by an overhead lever sys-
tem. The sliding doors of the motor cars may be partly opened
and secured in that position by a bar, and thus serve as an arm
rest for the motorman when used as the motorman's com-
partment.
The detail drawing shows the method of hanging the sliding
side doors. They are supported upon brass sheaves when anti-
friction rollers which run upon Coburn door tracks. They
slide back into a compartment in the side framing, which is en-
646
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
i
VIEWS OF THE MOTORMAN'S CONTROL APPARATUS AND THE CAR SWITCHBOARD
LOCATED UPON THE PLATFORM
closed by the first outside window and an inside window for protection to passengers.
Rubber door steps of tubular shape are provided to cushion the shock of closing the door
and, furthermore, to prevent catching of clothing of passengers when the door is closed.
The end doors between vestibules and bodies of cars are of the double type, hung on
nickel-plated sheaves with hard fibre anti-friction rollers, and also provided with the
Coburn patent steel tracks enclosed over the doors. These doors are provided with
rubber stop cushions, and like the side doors, with anti-rattlers consisting of rubber rolls.
This construction is well illustrated in the drawings. These end doors are also provided
with horizontal curtains, for use when the vestibule is occupied by the motorman ; the
curtains are automatically raised or lowered as the door is opened or closed, to shut the
light away from the motorman. Another interesting attachment is the improved handle
on the sliding door. This door is made to latch so that it cannot slide open with the
swaying of the car, but the handle is so constructed that when pressure is applied upon
it to open the door the same movement will unlatch it.
The details of the Gibbs side vestibule door operating device are shown in a separate
HALF CROSS-SECTION OF CAR ROOF, SHOWING CONSTRUCTION AND
INTERIOR FINISH
October 8, 1004 ]
STREET RAILWAY JOURNAL.
647
drawing. The handle outside the vestihule is arranged
to operate like those upon the present elevated cars;
it serves to give movement to the mechanism within
through the bell crank above, from which another bell crank
is operated, as shown. The movement of the cross-wise door-
opening arm is provided with an interesting shifting anti-
friction pivot, to facilitate the opening. The door itself is pro-
vided with a spring latch to hold it shut, which, however, is
automatically unlatched by the opening arm in the movement
of opening the door. These door opening mechanisms, as well
as the pantagraph safety gates, were built for these cars by
the Pitt Car Gate Company, New' York.
MOTORMAN'S CAB
A novel feature in the construction of these cars is the pro-
vision for the motorman's compartment and vestibule, which
differs essentially from anything used heretofore. The cab is
handles, fuses and other apparatus. The switchboard proper
consists of a slab of slate, 1^4 ins. thick and 17 ins. x 65 ins. in
size. Its equipment embraces all the fuses and switches for
the lighting and heater circuits, the switch controlling the
Christensen air compressor, the main power-circuit switch
(single pole), the limit magnet for the type M control system,
and a 10-point control cut-out switch for disconnecting the
control system upon the car.
INSIDE DETAILS
The concluding drawings illustrate the methods of construc-
tion adopted by the longitudinal and cross seats. As before
stated, the frames of these seats will all be of metal, thus mak-
ing the equipment the extreme of non-combustibility. The
styles of cushions used correspond to those in general use, and
the seating arrangements are similar to the elevated cars, but
as the subway coaches are longer, two additional seats are
DETAILS OF THE SPECIAL ALL-METAL CONSTRUCTION FOR THE CENTER CROSS-SEATS OF I HE CAR
arranged to be located on the platform, so that no space within
the car is required ; at the same time the entire platform space
is available for ingress and egress except that on the front
platform of the first car, when occupied by the motorman, on
which the passengers would not be allowed in any case. The
side of the cab is formed by a door, which can be placed in any
one of three positions. When in its mid position, it encloses
a part of the platform so as to furnish a cab for the motorman
at one side, but when swung parallel to the end sills it encloses
the entire end of the platform, and this would be its position on
the rear platform of the rear car. The third position is when
it is swung around to an arc of 180 degs., when it can be locked
in position against the corner vestibule post enclosing the mas-
ter controller. This would be its position on all platforms,
except on the front of the front car or the rear of the rear car
of the train.
A novel arrangement of car switchboard has been provided
for, for the control of all electrical circuits upon each car. The
details of construction and arrangement of apparatus upon one
of these boards are shown by an accompanying photograph.
It is located in one of the end panels of the car, the compart-
ment door opening out toward the platform. The door is of
concaved outline, to provide sufficient room for the switch
gained on each end. The seats are all finished in canvas-
backed, fire-proofed rattan. Stationary cross-wise seats are
provided after the Manhattan pattern at the center of the car.
The longitudinal seats are 17^4 ins. deep. The space between
the longitudinal seats is 4 ft. 5 ins., giving a much greater
clearance than the Manhattan type.
The windows, in having two sashes — the lower one being
stationary, while the upper one is a drop sash — are in reverse
of the ordinary practice, but this is desirable in subway opera-
tion to insure safety to the passengers. The side windows in
the body of the car, also the end windows and end doors, are
provided with roll shades with pinch-handle fixtures. The floor
covering of hard maple strips, securely fastened to the floor
with oval-head brass screws, provides a dry, clean floor for all
conditions of weather.
EQUIPMENT
As noted in former articles upon the rolling stock equip-
ment of the Interborough Company, the motor-control system
which has been adopted is the Sprague-General Electric type
described in the March 14, 1903, issue of this journal. The
Christensen air compressor has been adopted as standard for
the subway cars, while the Westinghouse system of air brakes
is used.
648
STREET RAILWAY JOURNAL
[Vol. XXIV
No. 15.
THE BLOCK SIGNAL AND INTERLOCKING SYSTEMS OF THE
SUBWAY DIVISION OF THE INTERBOROUGH
RAPID TRANSIT COMPANY
EARLY in the development of plans for the subway rapid
transit system in New York City, it was foreseen that
the efficiency of operation of a road with so heavy a
traffic as is expected would depend largely upon the complete-
ness, of the block signaling and interlocking systems which
should be adopted for facilitating the spacing of trains and the
protection of train movements. The consideration of provision
of signals at once appeared to lie rivaled in importance only by
that of the provision of the proper motive power. Not only
for the safety of passengers, but also for facilitating the opera-
tion under such heavy and exacting schedules, it was decided
t<> install the most complete and effective signaling system
which was to lie had.
Early in 1901, a careful study of available systems of signal-
<tZD:
matic block and interlocking system promised the most satis-
factory results if used under such exacting and severe condi-
tions of operation as are to be experienced in the subway. The
electro-pneumatic system has been thoroughly tested and tried,
and found reliable under all conditions of weather and service.
By it power can be readily conducted in small pipes in any
quantity and to any distance, and utilized in compact apparatus
in the most restricted spaces. The movements can be made
with the greatest promptness and certainty, and interconnected
for the most complicated situations to provide absolute safety
of train movement.
One of the most important features of the considerations in
favor of the electro-pneumatic system is, moreover, that all
essential details of the system have been worked out in years
of practical operation on the important trunk lines of steam
railroads, so that its reliability and efficiency were beyond ques-
tion. It has rendered perfect service under some of the most
difficult conditions that are to be found in railroad operation;
— :<q
Block Section
1
'A" Block System, Without Overlaps.
-<CZT
c
:<LZ3:
Overlup
3201)'
" B" Block System, With Overlaps.
The Block Section Equal to Two Overlaps and a Block Section.
11L
Orn-lny
Overt,,,
"C" Block System, With Overlaps.
The Block Section Equal to Two Overlaps. • "A" "B" "C"
Distance Between Signals KiOo' 1200* sot)'
" » Trains 3200' 3200' 2100'
Headway at 20 M. P. H. % sec. 00 see. 78 sec.
DIAGRAM (IF THE THREE PRINCIPAL METHODS OF BLOCK SIGNALING, INDICATING THE USE OF OVERLAPS
ing and interlocking signaling was instituted in order to de-
velop a system for the subway which should be especially
adapted to the conditions of operation and fulfil the particular
requirements met in the subway. The problem involved three
prime considerations :
First, safety and reliability.
Second, greater capacity of the line consistent with safety
and reliability.
Third, facility of operation under necessarily restricted yard
and track conditions.
In order to obtain the above desiderata, with special refer-
ence to the question of safety of train movement, it was de-
cided to install a complete automatic block-signaling system
for the high-speed express lines in the subway, block operation
for all obscure points on the low-speed routes, and to operate
all switches, both for line movement and in yards, by power
from central points, through interlocking plants. This neces-
sarily involved the interconnection of the block and switch
movements at many locations and made the adoption of the
most flexible and compact plans essential.
The study of modern signaling and methods of protecting
train movements indicated that the Westinghouse electro-pneu-
at such terminals as those at Jersey City, Philadelphia and
Pittsburg, upon the Pennsylvania Railroad, at the terminal
stations in Boston, Mass., and elsewhere, this system has oper-
ated successfully for many years in most complicated track and
switching conditions that can be imagined.
This system has also been applied to heavy electric railway
service with marked success. It has been in use upon the Bos-
ton Elevated Railway system since its opening to the public,
this being the first electric railway system to adopt a complete
system of block signaling. In a more recent installation of
block signaling which has been made upon the North Shore
Road, an important third-rail electric system terminating at
San Francisco, Cal., a system of electrically operated signals
has been installed and has been in operation for nearly a year,
which embodies the essential features of track circuits and
signal control involved in the electro-pneumatic system.
TRAFFIC CONDITIONS
The New York subway operation as proposed contemplated
traffic of unprecedented density and consequent magnitude of
propulsion currents employed, and experience with existing
track-circuit control systems led to the conclusion that some
modification in apparatus was essential to prevent derange--
October 8, 1904.]
STREET RAILWAY JOURNAL
ment, which might occasion traffic delays. On account of this
consideration, and others, the application of the signaling sys-
tem to the subway conditions has evolved an elaboration of de-
tail not before attempted upon any railway line of similar
length, and it is believed that the contract for this installation
is the largest single order ever given to a signal manufacturing-
company.
As elsewhere noted, the proposed operation contemplates
two tracks loaded with local trains at one-minute intervals,
and two tracks with eight-car express
trains at two-minute intervals, the
latter class of trains requiring at
times as much as 2000 hp for each
train in motion. It is readily seen,
then, that combinations of trains in
motion may at certain times occur
which will throw enormous demands
for power upon a given section of the
road. The electricity conveying this
power flows back through the track
rails to the power station, and in so
doing is subject to a "drop" or loss in
the rails which varies in amount ac-
cording to the power demands. This
causes disturbances in the signal-
track circuit in proportion to the
amount of "drop," and it was believed
that under the extreme condition
above mentioned the ordinary form
of track circuit might prove unre-
liable and cause delay in traffic.
A solution of the difficulty was
suggested, consisting in the employ-
ment of a current in the signal-track
circuit which would have such char-
acteristic differences from that used
to propel the trains as would operate
selectively upon an apparatus which
would in turn control the signal. Al-
ternating current supplied this want
on account of its inductive properties,
and was adopted, after a demonstra-
tion of its practicability under similar
conditions on another electric rail-
way.
Aside from the above modification,
the system follows the general lines
of that which was worked out for
the Boston Elevated Railroad, the
first electric railway operating under
heavy traffic conditions, which adopted a complete automatic
block-signal system with track-circuit control, and in which one
of the track rails is devoted to the signal-control system and
the other to the propulsion-current return. The use of the
alternating-current track circuits involved the adaptation of
specially designed alternating-current relays, which should in
turn control the signal circuits, and at the same time be en-
tirely unaffected by direct-current disturbances. The system
designed, it is thought, provides for all possible disturbing con-
ditions and will be representative of the latest and best prac-
tice in railway signaling.
THE SYSTEM OF OVERLAPS
After a decision was reached as to the system to be em-
ployed, the arrangement of the block sections was considered
from the standpoint of maximum safety and maximum traffic
capacity, as it was realized that the rapidly increasing traffic of
Greater New York would almost at once tax the capacity of the
line to its utmost.
The usual method of installing automatic block signals in
the United States is to provide home and distant signals with
the block sections extending from home signal to home signal ;
that is, the block sections end at the home signals and do not
overlap each other. The telegraph block system, the controlled-
FRONT VIEW OF A TYPICAL BLOCK SIGNAL IN THE SUBWAY, SHOWING LIGHTS,
POSITION INDICATORS, INSTRUMENT CASE UPON THE POST
IN ADVANCE, AND ALSO THE TRACK TRAIN STOP
manual system and the English block system, however, all em-
ploy overlaps. Without the overlap, a train in passing from
one block section to the other will clear the home signals for
the section in the rear, as soon as the rear of the train has
passed the home signal of the block in which it is moving. It
is thus possible for a train to stop within the block ami within
a few feet of this home signal. If then a following train
should for any reason overrun this home signal, a collision
would result. With the overlap system, however, a train may
stop at any point in a block section and still have the home
signal which protects it, at a safe stopping distance in the rear
of the train.
Conservative signaling is all in favor of the overlap, on ac-
count of the safety factor in case the signal is accidentally
1
6go
overrun. Another consideration was the use of automatic train
stops. These stops, which act by applying the air brakes auto-
matically upon a train attempting to run past it, are placed at
the home signals, and it is thus essential that a stopping dis-
tance should be afforded in advance of the home signal to pro-
vide for stopping the train to which the brake had been applied
by the automatic stop.
The arrangement of overlap sections, as ordinarily used, in-
creases the length of block sections by the length of the over-
lap, so that, as the length of the section fixed the minimum
spacing of trains, it was imperative to make the blocks as short
as consistent with safety in order not to cut down the carrying
capacity of the railway. This led to a study of the special
problem presented by subway signaling and a development of a
blocking system upon lines which it is believed are distinctly
in advance of anything heretofore done in this direction.
Block section lengths are governed by speed and interval
[Vol. XXIV. No. 15.
of the speeds, braking efforts and profile of the road were
then used to determine at each and every point on the line the
minimum allowable distance between trains, so that the train
in the rear could be stopped by the automatic application of
the brakes before reaching a train which might be standing at
a signal in advance ; in other words, the length of the overlap
section was determined by the local conditions at each point.
In order to provide for adverse conditions, the actual braking
distances were increased by 50 per cent — for example, the
braking distance of a train moving 35 miles an hour is 465 ft. ;
this would be increased 50 per cent and the overlap made not
less than 697 ft. With this length of overlap home signals
could be located 697 ft. apart, and the block section length
would be double this, or 1394 ft. The average length of over-
laps, as laid out, is about 800 ft., and the average length of
block sections double this, or about 1600 ft.
The protection provided by this unique arrangement of sig-
STREET RAILWAY JOURNAL.
.< 1 -: I i
Stop Dowu
Stop Dp
~ n<l Train
Minimum Distance Train Mopped
Block Section Length
1 —
Overlap Length
^ 1 M Train [
3
_< i 11. 1 Train
B
Caution Distance. 2 nd Train ui der Caation
Signal at Danger
2
Signal at Ca'ution
3
Signal at Cle
4
MM .
y i ... t h
ML
>M
c
Clear Distance. 2 nd
Train Running with Clear Signal
Ip! nd Trai
-< —
( '
DIAGRAM OF THE OVERLAPPING BLOCK-SIGNAL SYSTEM ADOPTED, ILLUSTRATING POSSIBLE POSITIONS OF TRAINS
RUNNING UNDER SAME
between trains. Overlap lengths are determined by the dis-
tance in which a train can be stopped at a maximum speed.
Usually the block section length is the distance between signals
plus the overlap ; but where maximum traffic capacity is de-
sired the block section length can be reduced to the length of
two overlaps, and this was the system adopted for the Inter-
borough. The three systems of blocking trains, with and with-
out overlaps, is shown in the diagram on page 648, where two
successive trains are shown at the minimum distances apart
for "clear" running for an assumed stopping distance of 800 ft.
The system adopted for the subway is shown in line "C," giv-
ing the least headway of the three methods.
The length of each overlap was given very careful considera-
tion by the Interborough Company, who instituted a series of
tests of the braking power of trains. From these tests and
others made by the Pennsylvania Railroad Company, curves
were computed so as to determine the distance in which trains
could be stopped at various rates of speed on a level track,
with corrections for rising and falling grades to 2 per cent.
Speed curves were then plotted for the trains on the entire
line, showing at each point the maximum possible speed, with
the gear ratio of the motors adopted. A joint consideration
nals is illustrated in the above diagram. Three positions of
train are shown :
"A." Minimum Distance Between Trains — The first train
has just passed the home signal; the second train is stopped
by the home signal in the rear — if this train had failed to stop
at this point, the automatic stop would have applied the air
brake and the train would -have had the overlap distance in
which to stop before it could reach the rear of the train in ad-
vance. Therefore, under the worst conditions, no train can
get closer to the train in advance than the length of the overlap,
and this is in all cases a safe stopping distance.
"B." Caution Distance Between Trains — The first train in
same position as in "A ;" the second train at the third home
signal in the rear. The latter signal can be passed under cau-
tion. This distance between trains is the caution distance, and
is always equal to the length of the block section or two
overlaps.
"C." Clear Distance Between Trains — First train in same
position as in "A ;" second train at the fourth home signal in
the rear. At this point both the home and distant signals are
clear, and the distance between the trains is now the clear run-
ping distance ; that is, when the trains are one block section
October 8, 1904.]
STREET RAILWAY JOURNAL.
651
plus an overlap apart, they can move under clear signal, and
this distance is used in determining the running schedule. It
will be noted in "C" that the first train has the following pro-
tection : Home signals 1 and 2 in stop position, together with
the automatic stop at signal 2 in position to stop a train ; dis-
tant signal 1, 2 and 3 all at caution; or, in other words, a train
that has stopped is always protected by two home signals in
its rear, and by three caution signals, in addition to this an
automatic stop placed at a safe stopping distance in the rear of
the train.
The application of continuous train speed curves, in com-
bination with braking curves, to the line profile for the purpose
of regulating safe overlap lengths, is believed to be entirely
novel and to constitute an important advance in signaling lines
for dense traffic. This system was suggested by Mr. Gibbs,
and the tests for its adaptation were carried out under his
direction.
DESCRIPTION OF BLOCK-SIGNALING SYSTEM
The block-signaling system as installed consists of the auto-
matic overlapping system above described, applied tu the two
In the study of this system of signaling, it is important to
note that, in accordance with the latest practice in block sig-
naling for electric railway conditions, one of the running rails
of each track is insulated from the propulsion-current return
system and is devoted to the signal system. Thus, the other
rail performs the novel function of serving simultaneously as
conductor for the direct-current return for the propulsion sys-
tem, as well as that of one of the conductors for the alter-
nating current track circuit for controlling the signals. In
accordance with the usual manner of arranging track circuits
in block signaling, the current is fed into each block at the end
from which the passing train leaves it, the connections to the
signal-control apparatus being made from the opposite, or en-
tering, end of the block, as shown in the accompanying wiring
diagram. The track connections at the signal end of the block
lead from the track circuit to the special alternating-current
signal-control relay, which operates secondary connections in
the various circuits of the signaling system. This relay ap-
paratus by means of its moving element, operates double con-
tacts, so that when the block is clear and current is thus pass-
ing through it, two separate circuits are closed; one of these
500 Vo/Ks A C ( f>r/mory) /Vws
Common
' j'l'I'I'I'P W'l'ltl'I'H
■Storage Softer// ciror tSc/)/e/y
DIAGRAM OF THE BLOCK SIGNAL AND AUTOMATIC TRACK STOP CIRCUITS OF THE INTERBOROUGH SIGNAL SYSTEM
middle express tracks between City Hall and Ninety-Sixth
Street, a distance of 6l/2 miles, or 13 miles of track; and to the
third track between the Ninety-Sixth Street junction and 145th
Street on the west side branch, a distance of 2l/2 miles. This
third track, which is placed between the two local tracks, and
will be used for express traffic in both directions, trains mov-
ing toward the City Hall in the morning and in the opposite
direction at night, will be equipped with a special single-track
system for indicating in either direction. Also the two tracks
from 145th Street to Dyckman Street, a distance of 2^4 miles,
or 5 miles of track, and the portion of the tunnel under Central
Park, for a distance of 1^2 miles, or 3 miles single track, will
be protected by signals. The total length of track to be pro-
tected by signals is 273^2 miles. The local tracks of the system
w ill also be provided with block signals at important places,
Mich as curves, stations, cross-overs, etc., and at the Harlem
River tunnel.
The apparatus used differs little in general principle from
that employed in earlier automatic systems of block signaling,
the substitution of alternating current 111 place of battery cur-
rent for the track circuits, and the necessary alternating-cur-
rent auxiliary apparatus, constituting the principal change.
In detail of application to the peculiar requirements under sub-
way conditions, however, the system embodies many radical
features which are of unusual interest and importance. Great
care has been given to the design, construction and installation
of the signal apparatus, so as to insure reliability of operation
under the most adverse conditions, and to provide for accessi-
bility to all the parts for convenience in maintenance. From
the accompanying diagram presented above may lie seen the
general arrangement of circuits as used in connection with the
overlapping feature of this system.
is the circuit leading to the automatic train stop at the en-
trance to the block in the rear. These magnets, which are thus
operative only when the block is clear, actuate controlling air
valves to the compressed-air cylinders operating the signals;
the effect of the magnets becoming inoperative, due to the
presence of a train in the block and consequent stoppage of
the track-circuit current, is to set the signals to danger, which
makes the system thus, in effect, the "normal clear" type.
The distant, or caution, signals are operated by an auxiliary
circuit as the result of the setting of the home signal. When
the home signal of a block is clear, current is passing through
the control mechanism of the distant signal of the preceding
block, thus holding it at clear also. When the home signal is
thrown to danger, the current flowing in the auxiliary circuit
is interrupted by a special circuit breaker in the block signal,
which causes the distant signal to indicate caution.
The alternating current for the track circuits is supplied by
special high-voltage alternating-current mains which run the
entire length of the tunnel. These deliver current to the signal
blocks at 500 volts potential, from which it is transformed
down at each block by a special double-secondary oil trans-
former, one coil of which feeds the track circuit and the other
the signal-lamp circuit. In this way the most economical
method of current supply is secured, while at the same time
absolute independence of the various circuits is obtained by
the use of the transformers. The various magnet-control ap-
paratus, which is used for operating the controlling air valves
for the signal cylinders, receive current from a storage-battery
main which also runs the length of the subway. This main
is fed by several sets of 16-volt storage batteries in duplicate,
which batteries are located at the various interlocking towers
and are charged by motor generators.
652
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
WeRTED PLAN
PLAN
DETAILS OF THE NEW TYPE OF TRACK CIRCUIT RELAY USED. \\
DESIGNED TO RESPOND TO ALTERNATING CURRENT ONLY
THE SIGNAL MECHANISM
lii the sketch at the right is shown in perspective the ar-
rangement til* the apparatus installed at a hlock-signal sta-
tion. As may be seen from the diagrammatic arrange-
ment of this apparatus in the tunnel, it consists of, first, the
block signal and then a transformer, a case for the track-cir-
cuit instruments and the automatic stop-valve box. The pur-
pose of the transformer has already been referred to ; it takes
current from the 500-volt main through 3-amp. enclosed fuses
tu the primary coil; its secondary contains two coils, one of
which delivers current at 50 volts for use in the 4-cp incandes-
cent lamps used in the signal, while the other coil delivers cur-
rent at the lower voltage of 10 volts for use in the track cir-
cuit. As may be noted, the leads to the track circuits pass
down the instrument case and thence to the rail connections
at the exit end of the block ; in the instrument case they pass
through non-inductive resistances of 1 ohm, which serve to
prevent any magnitude of current from flowing through these
circuits in case of abnormal disturbing conditions in the pro-
pulsion-return current, and also prevent an excessive alterna-
ting current passing from the transformer when short-cir-
cuited by the presence of a train in the track circuit which it
feeds.
'Idie details of the special transformer for supplying the cur-
rent to the track circuits and also to the incandescent lamps
used in the signals are simply worked out; it is an oil trans-
former of the usual type of construction, with the exception
that it is equipped with two separate secondary windings. The
primary winding is wound for the 500-volt alternating current
which is supplied from the mains leading through the tunnel,
while the secondary coil operating the track circuits is wound
to deliver alternating current at 10 volts, and the secondary
coils supplying current to the signal lamps deliver current at
50 volts. These transformers embody the latest principles of
transformer design and are very carefully insulated. A special
grade of transformer oil is used, and the test voltage to which
they are submitted before use consists of a
"break-down" test of 5000 volts between the
primary and secondary coils and the core.
The special alternating-current relay is of an
entirely new design and introduces an interest-
ing departure from the preceding methods in
signal work. Idle principle of operation in-
volved is that of the action of an alternating-
current field upon a slotted metallic (non-mag-
netic) vane, which is caused to move in such
a way as to close the two circuit contacts. The
alternating-current field is supplied by a magnet
of laminated field-core construction, with the
field coils arranged very close to the pole faces.
The vane, which is of aluminum, is pivoted in
a vertical position on jewel bearings, being held
in a down position by a hair spring. The
effect (if current passing through the field cuils
is that of causing the aluminum vane In rise tu
its upper position. Its general construction is
well shown in the accompanying drawing.
The alternating-current relay and associated
apparatus are housed in a neat and compact
cast-iron instrument case of water-tight con-
struction, as shown in the accompanying half-
V
DIAGRAMMATIC VIEW OF ARRANGEMENT OF THE TRACK-CIR-
CUIT TRANSFORMER, THE INSTRUMENT CASE AND STOP-
VALVE BOX, UPON A POST IN ADVANCE OF THE
BLOCK SIGNAL
/
October 8, 1904.]
STREET RAILWAY JOURNAL.
653
tone. This consists of two sections, the lower part containing
the relay and connections, and the upper part the grid resist-
ances, which are, as above stated, connected in series with the
circuits supplying alternating current to the track circuits, and
that of the connections between the tracks and the relay.
These cases are secured to steel posts in the subway directly in
advance of each signal, as shown on the opposite page. The
wiring arrangements in these instrument cases are very care-
fully provided for; outlets for cables are provided for, and all
the wiring is made through cables as thus arranged. A seven-
conductor cable leads to the signal
nearby, while another seven-conduc-
tor cable leads to a junction box of
the signal wiring nearby, from which
connections are made to the distant
signal mechanism in the preceding
block and to the automatic stop, as
well as to the storage-battery mains
tor the direct-current supply for the
signal mechanism. Four conductors
lead out to make the necessary con-
nections with the rails on either side
oi the insulating section.
THE SIGNALS
The small amount of space avail-
able in the subway portion of the
system made it necessary to design a
special type of signal involving radi-
cally new features. Clearances would
not permit of a "position" signal in-
dication, and, further, a position sig-
nal purely was not suitable for the
lighting conditions of the subway. A
color signal was therefore adopted,
conforming to the adopted rules of
the American Railway Association.
It consists of a vertical iron case
fitted with two white lenses, the upper
being the home signal and the lower
the distant. Suitable colored glasses
are mounted in slides, which are oper-
ated by pneumatic cylinders placed in
the base of the case. Home and dwarf
signals show a red light for the dan-
ger or "stop" indication. Distant sig-
nals show a yellow light for the "cau-
tion" indication. All signals show a
green light for the "proceed" or clear
position. The design of signal finally
adopted is illustrated in the drawing
upon page 654.
Although the limitations of space
prohibited the use of semaphore arms or similar means of posi-
tion indication, a position indication has, however, been pro-
vided for, as an auxiliary to the color indications, in the form
of the small arm immediately beneath the lenses. A small blade
appears in a horizontal position when a danger or caution sig-
nal is displayed, and at an inclination of 60 degs. when safety
is displayed, this being provided in addition to the color indi-
cations for use in case of failure of the lamps for the color
indications.
The signal consists of two sections; the upper and rear por-
tion contains (be lenses and position indicator for the home
signal, the colored glasses showing red for the danger or stop
position, and green for the proceed or clear position. The
front and lower portion of the case contains the distant signal
mechanism, which is arranged to show yellow for the caution
indication and green for the clear position. Thus it may be
seen that color indications are depended upon, the position in-
dication, which is provided by the small blade under each lense,
being added merely as a tell-tale. Each lense is constantly
lighted by two 4-cp incandescent lamps at the rear, the two
lamps being connected in parallel for a safeguard in order that
one may be always lighted even if the other burns out; in this
VIEW OF THE INSTRUMENT CASE IN ADVANCE OF THE BLOCK SIGNAL, WITH DOORS
OPEN TO SHOW ARRANGEMENT OF RESISTANCE GRIDS, ALTERNATING-
CURRENT TRACK-CIRCUIT RELAY AND ASSOCIATED APPARATUS
way the lighting is made as nearly absolutely reliable as pos-
sible. These lamp circuits are, as above stated, operated from
the local block transformers, the special double coils delivering
50 volts, alternating current, for this purpose.
The mechanism of the signal is clearly shown in the accom-
panying drawing of the signal. The pneumatic cylinders,
which operate the heavy vertical sliding frames carrying the
color lenses for the signal indications, arc located in the base
portion of the case. As may be seen, the controlling magnets
for the air valves of both the home and the distant signal cylin-
der mechanism are located conveniently for access, as are also
the various portions of the cylinders and slides. It should be
654
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
C/RCU/T BREAKER
DETAILS OF THE STANDARD SUBWAY BLOCK. SIGNAL, SHOW-
ING ARRANGEMENT OF MECHANISM AND THE ACTUATING
VALVES FOR CHANGING THE COLOR INDICATIONS
here noted that the slides exhibit the green color for the
"clear" or proceed indication only when held in its upper posi-
tion by the pneumatic cylinder; in this way any accident to the
apparatus, cutting off the compressed air, will permit the heavy
slides to drop and indicate the red color for "danger." The
details of the lamp arrangements and wiring are also clearly
shown in the drawing; the method of operation of the small
blade position indicator is also here made clear. This blade
has a crank extending within the case and ending in a pin
which plays in an inclined groove in such a way as to turn the
blade through an angle of 60 degs. as it passes from upper to
lower position.
The signals which are used on the exterior elevated portions
of the system are of the position indication type, although
operated similarly to those in the subway sections and by a
similar construction of mechanism ; the position indication of
semaphore arms, which is depended upon in the main, is sup-
plemented by the color system for night work. The design of
the signal of this type differs little from the subway type; the
base portion of these signals is identical with that used for the
tunnel signals, and the two pneumatic cylinders and their mag-
net controlling valves are similar, but in this case the cylinders
operate semaphore arms instead of the heavy sliding frames.
In these signals the color indications for night purposes are
provided by incandescent lamps, also in duplicate, which burn
continuously. These lamps are located in a specially designed
water-proof case with white lenses pointing toward the col-
ored glasses, as is shown. Their current supply is also taken
from the local block transformers of the block system, and are
thus independent of the power and general lighting circuits of
the subway system.
AUTOMATIC TRAIN STOP
A train stop or automatic stop is used at all block signals,
and at many interlocking signals. This device automatically
applies the air brakes to the train if it should pass a signal in
the stop position, being an additional safeguard only to be
brought into action when the danger indication has for any
reason been disregarded; it insures the maintenance of the
minimum distance between trains as provided by the overlaps
established.
The construction of the automatic train stop mechanism,
which is the Kinsman form of track stop, is shown on the op-
posite page. It consists of a trip located at the side of the run-
ning rail, which is normally raised to such a position that it
will come in contact with the special brake valve arrangement
upon the trucks of each subway car and throw the air brakes
to full emergency in case the train attempts to pass the stop.
This trip is operated by a pneumatic cylinder located in a closed
box between the ties and the middle of the track opposite. The
arrangement of this stop in relation to the block signal is
shown in the sketch on page 652. The controlling wires for the
stop, as well as also the compressed air connections to its cylin-
der, are also clearly shown in this view.
The operation of this automatic stop coincides with that of
the home signal in the block next preceding it. When
that home signal indicates danger, the trip is in its elevated
position, so as to make an emergency application of the brakes.
This trip is normally held in its elevated position by a heavy
counterweight located within the controlling box in the middle
of the track, as shown in the sectional view of the device.
When the home signal is cleared, compressed air is admitted
also to the pneumatic cylinder of this automatic stop, which
acts to raise the counterweight and thus lower the trip, hold-
October 8, 1904.]
STREET RAILWAY JOURNAL
t»55
ing it depressed until the home signal is again changed to
danger indication.
The controlling mechanism for the automatic stop is located
in a neat cast-iron box upon the pillar below the track-instru-
ment case illustrated on pages 652 and 653. The mechanism
consists of a magnetically operated air valve of the same type
as used in the signals, which is so connected as to be operated
in conjunction with the home signal, as above mentioned.
Thus, when the home signal is set to "clear" the automatic stop
valve is also operated to admit compressed air
to the pneumatic cylinder, which depresses the
trip. An additional feature of interest involved
in this controlling box is to be seen in the form
of an automatic stop release, by which, in case
of failure of any portion of the signal control,
the automatic stop can easily be depressed to
"clear," so that a train may proceed without
danger of an emergency application of the
brakes. This is accomplished by a special key,
which the guard or conductor may insert in the
controlling box and turn to admit air to the
pneumatic cylinder; as long as he holds the key
turned the trip remains depressed, and as soon
as the key is removed the trip will normally
rise again. This ingenious mechanism adds
an important factor of safety to train opera-
tion in the subway.
SPECIAL SAFETY DEVICES
Two novel safety devices closely allied with
the signaling system may be here described. The first is an
emergency train stop for the use of those at stations. It is de-
signed to place in the hands of station attendants, or others,
the emergency control of signals upon all adjacent approaching
tracks. The protection afforded is similar in principle to the
emergency brake handle found in all passenger cars, but oper-
ates to warn all trains of an extraneous danger condition.
It has been shown in eiectric railroading that an accident to
apparatus, perhaps of slight moment, may cause an unreason-
ing panic, on account of which passengers may wander on ad-
joining tracks in face of approaching trains; on a four-track
railway, with express trains approaching at high rates of speed
so as not to receive visual warning in time to stop, this is espe-
cially hazardous. Other conditions also may develop, such as
a passenger being forced off a station platform, injury to a
VIEW OF THE AIR-BRAKE VALVE UPON THE TRUCK. BENEATH THE CAR, WHICH
IS OPENED IF TRAIN ATTEMPTS TO OVERRUN PAST TRAIN STOP
THE MECHANISM FOR OPERATION OF THE PNEUMATIC TRACK TRAIN STOP,
SHOWING TRIGGER ELEVATED TO "STOP" POSITION
workman, etc., thus rendering an emergency control of trains
very desirable. To provide as perfectly as practicable for such
conditions, it has been arranged to loop the control of signals
into an emergency box set in a conspicuous position in each
station platform. The pushing of a button on this box, similar
to that of the fire alarm signal, will set all signals immediately
adjacent to stations in the face of trains
approaching, so that all traffic may be
stopped until the danger condition is
removed.
The second safety appliance is the
"section break" and cross-over protec-
tion. This consists of a special emer-
gency signal placed in advance of each
separate section of the third rail; that
is, at points where trains move from a
section fed by one sub-station to that
fed by another. Under such conditions
the contact shoes of the train tempo-
rarily span the break in the third rail.
In case of a serious overload or ground
on one section, the train wiring would
momentarily act as a feeder for the sec-
tion, and thus possibly blow the train
fuses and cause serious delay until they
could be replaced.
In order, therefore, to prevent trains
passing from a section charged with the
full normal potential into a dangerously
overloaded or grounded section, an
overload relay has been installed at each
section break to set a "stop" signal in
the face of an approaching train, which
holds the train until the abnormal con-
656
STREET RAILWAY JOURNAL,
[Vol. XXIV. No. 15.
dition is removed. The apparatus is applied at all section
breaks in the third rail and at all cross-overs where the train
might pass from a third-rail section in one track to a different
one on another track. In any of these cases serious trouble
might occur from one third-rail section being grounded while
an adjacent one is at its full voltage.
On express-line tracks an effect of this signaling mechanism
will be to throw die home signal to danger at the nearest block
in advance of the third-rail section break. The method of
operation of this signal control mechanism is interesting; it
consists of a differential magnetic mechanism with rotating
armature, one of the magnetic coils being connected between
the third rail and the ground on one side of the section break,
and the other magnetic coil similarly between the third rail
ARRANGEMENT OF AIR-SUPPLY PIPING AND CONDUIT SYSTEM, IN THE
SUBWAY. TO CARRY THE SIGNAL CIRCUIT WIRES
and the ground on the other side of the break. When both
sections of the third rail are fully charged, these magnets oper-
ate so as to annul each other, so that the rotating armature is
not attracted ; if, however, the current supply is removed from
either section of the third rail, one of these magnetic coils be-
comes inoperative, while the other is still magnetized, and the
result is that the differential action is removed and the arma-
ture is strongly attracted and, by lifting a counterweight,
breaks the contact in the control circuit of the nearest home
signal in advance of this point. This sets the home signal to
danger, and in (urn the distant signal at the further block in
advance, to prevent trains from approaching the section under
these circumstances.
Upon the local tracks, where a block signal is not used, a
special type of section-break signal will be used for a similar
purpose and prevent trains from approaching a section break
when voltages are unequal on either side. This type of signal
is operated by a differential relay of special construction
and gives a color indication. In this case a warning of
approaching trains is furnished by a special box plainly
marked "S. B.," which indicates by a red light for danger
or stop.
At cross-overs and sidings, where it is similarly desired to
prevent trains from crossing over from one third-rail section to
another in case of unequal voltages upon the third-rail sections,
a different procedure is necessary. In these cases a special
form of indication is to be used, which will show the tower
man, or those in charge of the interlocking switches, whether
it is safe for trains to be passed over from one section to an-
other or not. This will be accomplished by means of vertical
scale voltmeters arranged side by side and connected to the
third-rail sections on either side of the cross-over; by a mere
glance at the voltmeters, the switchman can easily see whether
the voltages on both sides are sufficiently near together to per-
mit trains to cross over safely.
There has also been installed a special emergency signal
system, embodying provision for cutting off
power from the contact rail, in case of im-
minent danger. In the booth of each ticket
seller and at every manhole along the west
side of the subway and its branches is placed
a glass-covered box of the kind generally used
in large American cities for fire alarm pur-
poses. In case of accident in the subway
which may render it desirable to cut off power
from the contact rails, this result can be ac-
complished by breaking the glass front of the
emergency box and pulling the hook provided.
Special emergency circuits are so arranged
that pulling the hook will instantly open all
the circuit breakers at adjacent sub-stations
through which the contact rails in the section
affected receive their supply of power. It
will also instantly report the location of the
trouble, annunciator gongs being located in
the sub-stations from which power is supplied
to the section, in the train despatchers' offices
and in the office of the general superintendent,
instantly intimating the number of the box
which has been pulled. Automatic recording-
devices in train despatchers' offices and in the
office of the general superintendent also note
the number of the box pulled.
The provision of such elaborate means for protecting trains
and insuring safety to workmen in the tunnel is a remarkable
testimony of the completeness of the work of installation, and
will insure the confidence of the traveling public.
THE ELECTRIC CURRENT AND COMPRESSED AIR SUPPLIES
An important feature of the signal and interlocking work is
the provision of supply for the 500-volt alternating-current dis-
tribution mains throughout the subway system and for the low-
voltage direct-current storage-battery supply mains, extending
to all signals throughout the system for operating the valve-
controlling magnets, and also for the compressed-air supply
system. The alternating-current main is fed by seven motor
generators, arranged to operate in multiple, each of which is of
30-kw capacity, generating single-phase, alternating current at
60 cycles and 500 volts. They are located separately in seven
of the more important sub-stations of the line, so that it will
be practically impossible that all should be disabled at the same
time, thus affording an important factor of safety to the sys-
tem, inasmuch as any four of these machines will deliver the
current required for operating the entire system. The various
machines operated will feed into the main in multiple from its
point of location upon the system.
October 8, 1904.]
STREET RAILWAY JOURNAL.
C>57
The direct-current main, supplying current for the signal
operating magnets, is supplied by eight groups of storage-bat-
tery sets in duplicate, each set designed to deliver 16 volts,
located at convenient points in the subway, usually in signal
towers. Each battery has a capacity of 450-amp.-hours, and
the two sets at each battery station are operated alternately,
one being charged while the other is discharging. The bat-
teries are charged by small motor generators, driven by cur-
rent from the 600-volt direct-current propulsion system, one
terestingly worked out. A pressure gage operating upon
the Bourdon steam gage principle is arranged to make
different contacts for certain' maximum and minimum
pressures, as shown upon the switchboard. When the
pressure tails so as to close the upper contact, cur-
rent is delivered to an .automatic switch, which operates
a mechanism in such a w ay as to move the starting resistance
switch for the air-compressor driving motor. This mechanism
is so arranged that when the starting1 resistance is cut en-
A TYPICAL ELECTRO PNEUMATIC INTERLOCKING MACHINE, LOCATED UPON A STATION PLATEORM, FOR THE OPERATION
1 CROSS-OVER SWITCHES
being located at each storage-battery point. They deliver to
the storage batteries at 25 volts potential.
The compressed-air supply for the various signal mechan-
isms and switches, the automatic car stop, etc., is supplied by
a 2-in. main extending the length of the system. This main is
fed by six 35-hp electrically-driven compound air-compressors,
one of which is located in each of the following sub-stations:
Nos. ir, 12, 13, 14, 16 and 17; three of these are reserve units.
They are driven by Westinghouse direct-current motors, taking
current from the direct-current bus-liars at the sub-stations at
from 400 volts to 700 volts. These compressors have each a
capacity of 230 cu. ft. of free air per minute, delivered into the
supply system at a pressure of from 60 lbs. to 75 lbs. per square
inch. These compressors are each automatically controlled, in
an interesting manner, by the rise or fall of air pressure in the
system. The details of this controlling apparatus are in-
tirely out and the motor is up to speed, the starting switch is
held magnetically in place, and the solenoid is actuated so as to
throw the load on to the compressor to cause it to deliver air
to the system. This same action starts the flow of cooling
water through the cylinder jackets of the compressor cylinder,
and automatically admits oil to the cylinders and bearings.
When the air pressure in the system rises to the predetermined
maximum the opposite contact is made, which causes the load
to be removed from the compressor by closing the delivery of
the system, and also shuts down the motor, the jacket water
supply for the compressor and the oiling system being also in-
cidental!}' shut oil. Tn this way the compressor is always
started unloaded and stopped unloaded, the action being en-
tirely automatic, so that no attention is required; it is designed
to respond to variations of air pressure of 5 lbs. or less, and
operates very satisfactorily,
658
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 15.
THE INTERLOCKING SYSTEM
The to-and-fro movement of a dense traffic on a four-track
railway requires a large amount of switching, especially when
each movement is complicated by junctions of two or more
lines. Practically every problem of trunk-line train movement,
including two, three and four-track operation, had to be pro-
vided for in the switching plants of the subway. Further, the
problem was complicated by the restricted clearances and vision
attendant upon tunnel construction. It was essential that the
utmost flexibility of operation should be provided for, and also
that every movement be certain, quick and safe.
All of the above, which are referred to in the briefest terms
only, demanded that all switching movements should be made
through the medium of power-operation interlocking plants.
MAIN LINE
DETAILS OF THE SPECIAL TYPE OF SWITCH AND INTERLOCK
ING MOVEMENT USED IN THE SUBWAY FOR ECONOMY OF
SPACE, SHOWING ARRANGEMENT OF CYLINDERS, FTC. AT
THE STDE OF AND BELOW TOP OF RAIL
These plants in the subway portions of the line are in all cases
the Westinghouse electro-pneumatic, while in the elevated por-
tions of the line mechanical interlocking has been, in some
cases, provided.
Special equipments of both interlocking signals and switches
were designed with particular reference to the subway in-
stallation requirements, and in it is involved a most interesting
study of modern interlocking. Provisions have been made for
handling the maximum of traffic conditions withotit congestion
at yards and switching terminals.
A list of the separate and distinct interlocking plants which
have been installed in the subway will be interesting, and are
accordingly given herewith :
Location
City Hall 3
Spring Street 2
Fourteenth Street _'
Eighteenth Street 1
Forty-Second Street 2
Seventy-Second Street 2
Ninety-Sixth Street 2
WEST SIDE BRANCH
iooth Street 1
103d Street 1
110th Street 2
116th Street 2
Manhattan Viaduct 1
137th Street 2
145th Street 2
Dyckman Street 1
216th Street 1
EAST SIDE B RAN C H
135th Street ; 2
Lenox Junction
145th Street
Lenox Avenue Yard
Third and Westchester Avenue Junction
St. Ann's Avenue
Freeman Street
176th Street 2
Interlocking Working
Machines Levers
3 32
2 10
16
4
15
15
19
6
6
12
12
12
17
T9
12
H
6
7
9
35
13
24
12
66
Total
•37
393
Total number of switches 224
The total number of signals, both block and interlocking, is
follows :
Home signals 366
Dwarf signals 150
Distant signals 193
Total
709
It will be noted that in the case of the City Hall station,
three separate plants are required, all of considerable size, and
intended for constant use for a multiplicity of train movements.
It is. perhaps, unnecessary to state that all the mechanism of
these important interlocking plants is of the most substantial
character and provided with all the necessary safety appliances
and means for rapidly setting up the various combinations.
The interlocking machines are housed in steel concrete
"towers." so that the operators may be properly protected and
isolated in the performance of their duties.
An unusual type of switch movements and interlocking
mechanism is required in the subway installation on account of
the confined space and cramped conditions. The apparatus in-
stalled is the well-known electro-pneumatic interlocking sys-
tem of the Union Switch & Signal Company, but the form of
apparatus used is of an entirely new and radical design. The
pneumatic switch operating movements are arranged with the
pneumatic cylinders and the movements at the side of and be-
low the top of the rails. A general idea of the arrangement of
this new type of switch movement may be gained from the
drawing on this page.
Innovations are to be found in this mechanism in the applica-
tion of the cam plate for the shifting of the switch and of the
October 8, 1904. |
STREET RAILWAY JOURNAL
659
arrangement of the switch indication box. The magnetically
controlled valves for operating the pneumatic cylinders, as well
as also the switch tower apparatus used in connection with
these apparatus, involves nothing new in design. The cylinder
has a stroke of 8 ins. in operating the cam plate which moves
the switch points. Suitable magnetical connections are pro-
vided for adjusting the connections to the switch points, and
justing knobs are located at each end of the piston rod, so that
the stroke of the switch cylinder may be easily adjusted to the
movement of the switch.
The magnetically controlled air valves are in this case lo-
cated in the narrow space between the third rail and the re-
taining wall at one side, as shown. In all features of the
switch construction, however, careful provision has been made
THE SPECIAL TYPE OF INTERLOCKING SIGNAL CABIN, LOCATED AT AN IMPORTANT SWITCHING POINT SOUTH OF
THE BROOKLYN BRIDGE STATION
also to the locking mechanism in the signal indication box.
The detector bars are similarly operated by a rocking shaft
connection which is traversed by a separate cam plate, as is
clearly shown in the drawing.
In the Lenox Avenue yard, space at the side of the track is
so narrow and the arrangement of switch leads to the car
house are so complicated as to prevent the location of the
switch operating cylinders at the sides of the track, so that a
new design of centrally-located cylinder was prepared for this
particular location. In this case the cylinder has a through
piston rod, with stuffing boxes in each head, and operates the
switch by acting against the two bent plates, as shown. Ad-
for ease of inspection and repairs, so that the expense of main-
tenance will be reduced to a minimum while reliability of
operation will be insured.
This entire system of signals and interlocking was designed
and installed under the direction of George Gibbs, consulting
engineer of the Interborough Company, who was assisted by
J. M. Waldron, signal engineer of the company. The contract
for the installation of the system was undertaken by the Union
Switch & Signal Company, Swissv^l?, Pa., who have incor-
porated many innovations and radical departures in design of
apparatus as especially adapted to the conditions of operation
in the subway.
RECENT TRACTION APPARATUS
FINE STREET CAR HEATERS FOR THE PUBLIC SERVICE
CORPORATION OF NEW JERSEY
The Public Service Corporation of New Jersey, which controls
one of the largest electric railway systems in the world, recently
made a careful investigation into the question of car heating, and
after comparing the relative costs and efficiencies of various types
of heaters, it decided to adopt the "Jewel" street car heater man-
ufactured by the Detroit Stove Works, of Detroit, Mich.
Ibis heater is made of cast iron, containing no sheet iron to
burn out when the stove is in use or to rust when it is not in use.
The lire pot has no brick linings to be replaced at intervals. Tt
is cast separate from the rest of the stove, so that it may be easily
removed if it should burn out — a circumstance not likely to occur
tin- many years. In the construction of this heater provision is
made for unequal expansion, and thus the durability of the stove is
indefinitely prolonged.
Practical experience as stove makers has also demonstrated to
the manufacturers that a small stove with a self-feeding attach-
ment cannot be made a success, and that a street car stove so b :ilt
is certain to prove a disappointment. A stove provided with a deep
fire-pot, such as is employed in the construction of this heater.
ished in aluminum, and so protected and ventilated that too much
heat will not annoy those sitting next to the stove. The upper
casting on the box is made on a curve, to insure it against cracking.
HIGH TENSION INSULATOR PINS
The use of iron and steel insulator pins for high-tension work
is becoming very common practice on some of the larger transmis-
sion installations. The use of wooden or porcelain pins on ac-
count of their insulating properties is not considered good practice
by many, because, if the line insulator which is supported by the pin
cannot be depended upon for proper insulation, it is poor practice
to depend upon the pin. A line of malleable iron pins for this class
of work is manufactured by the Creaghead Engineering Company,
of Cincinnati, Ohio. These pins have been made for the most
exacting conditions.
Pin No. 1310 illustrates a malleable pin with 94-in. steel stud
for cross-arm, designed for use .with porcelain insulators. This
pin is attached to the porcelain insulator by cement or lead alloy.
The pin is 8] 2 ins. above the cross-arm. Pin No. 1311 is a simi-
lar pin, made 101 2 ins. high above the cross-arm.
insures a good bed of smouldering coals, and requires less atten-
tion, consumes less fuel and gives off more heat than one that
is built with a self-feeding attachment.
The draw-center shaking grate, when shaken, relieves the fire-
pot of ashes ; and when the center is drawn out, the fire-pot may
be cleared in an instant. With this contrivance there is no possi-
bility that the fire will be accidentally dumped, and the construc-
tion is both simple and durable. There is but one opening for
both the shaking grate and the draft, and the draft slides fit tightly,
giving positive control of the fire. The ash pit is capacious and
contains a large, bailed ash pan. The feed door is large enough
to admit the ordinary coal shovel and has a draft register for
checking the fire, while the mica frame is made to thoroughly
protect the mica, thus saving another item of expense.
The doors are provided with a double catch, so that the most
severe jarring will not open them. The nickeled plates for the
box have a double coat of nickel, and both these plates and the
stove itself are carved in very artistic designs. All the heaters
are made with interchangeable parts. The outfit, as a whole, is
very handsome and harmonizes well with the interior furnishings
of the finest modern cars.
The case is made of cast iron, handsomely ornamented and fin-
Pin No. 1307 is shown with wooden thimble ijj-in. thread,
and also with the thimble removed. The wooden thimble protects
the glass or porcelain insulator from breakage due to expansion
and contraction, and is firmly secured to the top of the malleable
pin by special raised thread. The strength of this pin is very great,
and when bolted into the cross-arm and the side strain applied
to the insulator, the pin will stand a side strain of about 1000 lbs.
at right angles to the pin before breaking.
The pole top bracket pin, No. 1312, illustrated, is a new device
to meet the demands for a top pin for the top wire of a three-phase
equilateral circuit. The use of a pin set into a hole in the top cf
pole is not good practice, and ridge irons that are very frequently
used are the source of trouble on account of the numerous parts
and on account of the shaking loose of the bolts from the center
of the pin. The pole top bracket pin, No. 1312, is bolted through
the gable of the "housing" at the top of the pole, and the bottom
part of the pole top bracket pin is attached to the side of the pole
by a lag screw set in the bottom U slots. The bolt securely fastens
this bracket pin to the pole and the part of the bracket pin above
the bolt also extends above the pole. This bracket pin is attached
to the face of the pole on which the cross-arm is attached, or on
the face immediately opposite.
October 8, 1904.]
STREET RAILWAY JOURNAL
The principal advantages of a malleable pin with a steel stud
fastened to the cross-arm, lie in the great strength of the material
and its distribution to stand the strains, and in the fact that the
strength of the cross-arm is very greatly preserved by boring a
small hole through the arm for the steel stud instead of using a
hole 1V2 ins. to 2 ins., as is the case with wooden pins. A hole 2 ins.
in diameter in a cross-arm 4 ins. x 5 ins. very materially reduces
its strength.
These pins are preferably painted with black asphaltum paint.
While there is some demand for galvanized pins, the manufacturer
discourages this, as the best galvanizing process is such that the
quality of the malleable iron is affected and the strength of the
pin reduced in such a way as to give a very uncertain result. Many
of these types of pins have been recently furnished for high-
tension transmission work to the Pennsylvania Steel Company,
01 Philadelphia; Cauvery power transmission plant of India; the
Pueblo Lighting & Traction Company, of Victor, Col. ; the Aurora,
Elgin & Chicago Railway, Wheaton, 111. ; the Hudson River Power
Company, Glens Falls, N. Y. ; the General Electric Company, Sche-
nectady, N. Y., and others.
—
SOME PRODUCTS OF THE CENTRAL UNION BRASS
COMPANY
A new trolley splice for which several advantages are claimed,
has just been put on the market by the Central Union Brass Com-
pany, of St. Louis.
The general principle of this device is shown by the accom-
Streci Ry.Jourual
A SIMPLE SPLICE FOR TROLLEY WIRE
panying sketch. It consists of a heavy drawn brass tubing with
a ratchet dog suspended on a pin near each end. The two ends
of the wire to be spliced are pushed into the tube and are engaged
by the dogs. Increased tension on the trolley wire causes the
liRAKE-SHOE WITH INSERTS CONSISTING OF ROUND STEEL
dogs to be pulled down tighter, and the wire is gripped with in-
creased firmness. When it is desired to remove the splice all that
is necessary is to release the tension on the trolley wire. This
disengages the dogs and the ends of the wire can be readily re-
moved. The facility with which a broken trolley may be tempo-
rarily repaired by means of one of these new splices will no doubt
bring them into general favor.
An insert brake-shoe of novel design is also being introduced
into the electric railway field by this company. The inserts con-
sist of round steel punchings Y\ m- m diameter, and of the same
depth. The inserts, as is shown by the cut, are scattered uni-
formly over the wearing surface of the shoe, so that the surface is
composed of about equal proportions of soft steel and gray cast
iron. One advantage of distributing the inserts in this manner, it is
claimed, is that the short distance between adjacent inserts does
not allow them to project beyond the surface of the shoe and
have a cutting or scraping action on the tread ot: the wheel. The
increased mileage claimed for this shoe, the firm states, is substan-
tiated by the many favorable reports from railway men who have
adopted it.
WOOL FELT FRICTION -PLATE FOR EMERGENCY CAR BRAKE
The accompanying illustration shows the wool felt friction
plate employed under the Fresh emergency car brake, made by
the Emergency Car Brake Company, of Cumberland, Aid. The
WOOL FELT FRICTION-PLATE FOR EMERGENCY CAR BRAKE
use of wool felt for brake friction was decided upon after the
company had made many trials and had found it superior to
emery, carborundum, wood, rubber, corrugated iron or steel and
other material. It was found that neither expansion or contrac-
tion injured the frictional qualities of the felt. In fact, when the
felt comes in contact w ith water or ice, it absorbs the moisture,
thereby expanding and offering greater resistance between the
wheels and the rail.
The elasticity of the wool felt obviates the jarring caused by
using harder materials, and its adhesive quality enables it to retain
its grip on the rail until the car is stopped. This material has
proved fully equal to the hardest braking requirements, is very
durable and can fie quickly replaced at small cost.
-^♦^ -
SOLID MOTOR GEAR FOR ELECTRIC RAILWAYS
The R. D. Nuttall Company, of Pittsburg, Pa., manufacturer
of gears and pinions, has recently added to its many improvements
in this line the solid motor gear, of which a general design is pre-
PUNCHINGS GENERAL DESIGN OF SOLID MOTOR GEAR
sented in the accompanying illustration. The company's experi-
ence has convinced it that solid gears are more reliable than split
gears, particularly on high-speed electric railways using heavy
equipments where an accident to the gearing would lead to serious
conseq uences.
One of the admitted advantages of solid gears is the avoidance
of accidents such as are caused by the breaking of the bolts used
with split gears. When a bolt becomes loose or broken, it in-
variably causes a bent armature shaft and injures the gear case
and other parts that are directly connected. As the solid gear is
pressed on the axle under a pressure of from to tons to 25 tons,
there is no danger of the gear case becoming loose on the shaft,
as is the case when split gears are used.
The design of the solid gear allows a perfect distribution of the
metal, insuring an exceptionally strong gear without the disad-
662
STREET RAILWAY JOURNAL
[Vol. XXIV. No. 15.
vantage of excessive weight. While the gear is recommended
especially for heavy work, it has met with success on systems
where light equipments are in vogue. The design illustrated
represents a general type which can be adapted to meet special
conditions.
AN IMPROVED HOT WATER CAR HEATER
The Franklin Railway Supply Company, of Franklin, Pa., is
manufacturing a new type of hot-water car heater, which appears
to be meeting with considerable favor. Last winter it was given
a trial upon one of the Chicago & Milwaukee Railway Company's
cars, at Highwood, 111., and after a number of competitive tests,
was adopted as the standard for all of the company's new Jewett
cars. Since then it has been placed on new cars of the Milwaukee
Electric Railway & Light Company; the Metropolitan West Side
Elevated Railway, of Chicago; the South Chicago City Railway;
to the outer shell. The two nickel rings hide the rivets from view.
Between these two shells is the i^-in. water jacket, the outer
shell of which is tapped at the top and bottom and connected with
the radiating pipes. These pipes are so arranged that the water
circulates freely around the entire stove. This construction pre-
vents the overheating of the air or woodwork in the immediate
vicinity of the heater, and the heat ordinarily radiated to the air
is imparted to the water, thus increasing the efficiency of the equip-
ment. As the outer shell is of heavy steel, it cannot be marred or
dented, and since the water jacket prevents it from becoming
hot enough to burn off the enamel, the heater presents a neat
appearance at all times. The heater is furnished with a heavy
cast iron base-plate which has a large lip in front of the bottom
door to prevent the scattering of ashes.
The top of the heater consists of two cast iron hoods resting 011
a cast iron lop-plate. The outer ornamental hood is of open nickel
scroll work. The inner hood is a single heavy casting, the only
opening being the stove door and the flue for the stovepipe. This
(Open) (Closed)
FILLER COCKS, OPEN AND CLOSED
REVOLVING SMOKE
JACKET
I 1 >|J(,-!I I
(Closed)
SAFETY
VALVE
HOT-WATER CAR HEATER COMPLETE
the Central Illinois Construction Company ; the Green Bay Trac-
tion Company, and contracts have been made for its installation
on all the closed cars of the Syracuse Rapid Transit Company and
sixty large cars of the Rochester Railway Company.
This heater, which is known as the "Western," possesses the
advantage of taking up very little space in the car, as its outside di-
ameter is only 16 ins., and if placed on the platform it does not in any
way interfere with the motorman in the performance of his duties.
The entire fire space of the heater is surrounded by a water jacket,
the outer shell of which consists of V\-m. flange steel extending
from the cast iron base plate to the ornamental hood. Within this,
from the grate to the top ring, is another flange steel shell riveted
construction, in connection with the gas chamber, which rests
upon the top ring, extending over the magazine hole made in front
of the coal door, prevents the escape of smoke and gas into the
car. The coal magazine bangs from the center of the top ring
and has around it a coil of /4-in. pipe, whose length depends
upon the heating surface desired in the equipment. A cast iron
door swings over the top of the magazine to prevent a draft from
passing through the coal within. This magazine construction, be-
sides acting as a feed to the fire prevents the coal from obstructing
the heating surface and acts as a flue to guide the gas freely
around the entire surface of the coal.
The filler cock used in this system is composed of but two pieces
of brass, requires no wrench and has an automatic outlet for the
air when water is poured into the expansion drum. The safety
valve is so constructed that cinders and dust cannot block or aid
m the corrosion of the valve seat. The revolving smoke jacket
acts as a ventilator for preventing smoke and gas from being
blown down the stove pipe and into the car.
The car heating department of the Franklin Railway Supply
Company is represented in the Central West by Porter & Berg,
of Chicago, and for Missouri and west of the Missouri River, by
W. H. Schofield, of Kansas City, Mo.
ADVERTISING FOR PASSENGER TRAFFIC
Electric railway officials who have to do with the passenger-
attracting end of the business will be interested in recent develop-
ments in attractive promotive printed matter for trolley lines and
resorts. Recently a number of noteworthy pieces of advertising
matter have been designed for sounding the praises of pleasure-
grounds reached by electric cars.
The first of these is a neat folder, size 3^ ins. x 6J4 'ns-> issued
by the International Railway Company in the interest of its Lake
Ontario resort, Olcott Beach. A beautiful two-tint representa-
tion of the hotel, seen through the stately pines, with the bluff
and beach fronting it, adorns both front and back covers.
The Great Blue Hill and Reservation are graphically represented
on the front cover of a 4-in. x 7-in. booklet printed in darkest
blue and brown. This picture readily convinces the recipient of
a copy of the booklet that there is something impressive and awe-
inspiring to be seen "on and up, where Nature's heart beats
strong amid the hills." The views and type both are printed in
October 8, 1904.]
STREET RAILWAY JOURNAL.
663
dark brown. A running head band in blue adds greatly to the
typographical charm of the pages.
Number three of this trio of business winners is a four-page
leaflet in a three-ply cover ; Norumbega Park, at Auburndale,
Mass., is the resort advertised, and the plan is well carried out —
a boy and a boat in the foreground — or "water" — of a park view,
are on the long flap of the cover, while an old buck elk proudly
MAYFLOWER
GROVE
ELECTRIC CAR HEATER AND REGULATING SWITCH
The accompanying cut illustrates one of the Consolidated Car-
Heating Company's new electric heaters for cross-seat and parlor
cars. The heater is intended for use along the truss plank and
projects but 2% ins. It is S3A ms- m width, and made in 24-in.
lengths. The heating element consists of the Consolidated stan-
dard spiral coil, but in this heater it is wound on an elliptical
spindle. The heater has a cast-iron back to which the spindle
is attached. The heater top and front are also of cast iron. The
THE BROCKTON & PLYMOUTH STREET RAILWAY COMPANY'S
MAYFLOWER GROVE PAMPHLET
ELECTRIC HEATER FOR USE ALONG THE TRUSS PLANK
OF CROSS-SEAT AND PARLOR CARS
poses on the shorter flap. The inside contains several views, and
a number of well-chosen, succinct statements regarding the at-
tractions here to be found.
Something entirely new in resort advertising is a one-sheet
poster printed from half-tone plates, on heavy paper. A glance at
SOME ATTRACTIVE STREET RAILWAY BOOKLETS
the photo-reduction of this sheet, printed on this page, will show
that it is doubly striking and noteworthy for being artistically ar-
ranged and beautifully printed. The Brockton & Plymouth Street
Railway issued this poster.
All of these things were done, from inception to delivery, by
the Matthews-Northrup Works of Buffalo, N. Y., under the direct
charge and supervision of their "Routes and Resorts" department.
This concern is well equipped for the manufacture of advertising
literature for railways and resorts, having been engaged in map
engraving and railroad printing for the past half century.
lead wires are carried from the bottom of the heater to a grooved
moulding, and there are, therefore, no exposed wires. The heater
front can be easily removed and connecting wires attached to the
binding posts inside the heater case if desired. With this type
of heater it is impossible to overheat the seats, the heater be-
ing placed along the truss plank near the floor, and the maximum
consumption of a 24-in. heater being only 400 watts. For inter-
urban cars a continuous row of heaters on either side of the car
is recommended.
The switch shown herewith is the Consolidated Car-Heating
Company's new regulating switch for heater circuits. There are
two quick-break knife switches, and two fuses mounted on a
slate base. The frame and cover are of malleable iron, finished in
CONSOLIDATED
CAR- HEATING COMPANY.
ALBANY. NY.
HEATER SWITCH.
HEATER REGULATING SWITCH
copper bronze. The cover is hinged to the frame at the top and
locked by a spring at the bottom. This cover is raised when it is
desired to change the position of the switch.
The Hartford & Springfield Street Railway Company is now
charging 5 cents fare for the trip between East Windsor Hill and
the Massachusetts line, making the total fare from Springfield to
Hartford 35 cents instead of 30 cents.
664
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
SOME SPECIAL DESIGNS OF THE No. 27-E BRILL TRUCK
Among the recently built trucks of the J. G. Brill Company's
No. 27-E high-speed type are a number which include some un-
usual features. Not infrequently the ingenuity of builders is
taxed to the utmost to adapt trucks to requirements of unusual
conditions. The simple form of the solid-forged frames of the
trucks built by this company, it is claimed, frequently assists con-
siderably in conforming in a highly satisfactory manner to special
requirements. The four trucks in the accompanying illustrations
have some very interesting features, and the dimensions given,
particularly those of the solid-forged side frames, speak eloquently
of the marvelous strides made in electric truck building.
Before describing these trucks individually, it may be briefly
stated that the system of equalization of the No. 27-E type com-
FIG. 1.— TRUCK BUILT FOR THE TWIN CITY RAPID TRANSIT
COMPANY
bines a swing bolster and a cushioned connection with the frame
by means of spring-link suspended equalizing bars. These spring
links are supported by the frame near the yokes, relieving the
strain upon the frame and giving a wide suspension to the cen-
trally borne load, theoretically and practically the correct method
of equalization. Not only is the load distributed equally upon
each wheel, but a leverage is obtained in favor of the frame against
the wheels and brakes, preventing tilting or kicking up, no matter
how violent the brakes are set. Another advantage of the cush-
ioned side swing is the softness of contact of the wheel flanges
with the rail heads. The equalizers and journal springs are heavy
double coils- and the equalizing bars are 2V2 ins. thick.
Fig. 1 shows a truck built for the Twin City Rapid Transit
Company, of Minneapolis, Minn. The brake hangers are of a
special design of the railway company, having a ball and socket
arrangement at both ends of the single bolts to which the brake-
FIG. 3— THE WILKESBARRE & HAZELTON RAILWAY
COMPANY'S TRUCK
shoe holders are attached. The upright lever is attached directly
to the brake beam, which is unusual in electric practice. The
motor support springs are upon spring posts, the heads of which
bear upon gusset plates secured to the transoms and side frames.
Double- and single-corner brackets are also used to connect tran-
soms with side frames. The total length of a side frame of this
truck is 10 ft. 7 ins. ; width at the center of bar between yokes, 5^2
ins.; thickness of bar, 1^4 ins.; thickness of the yoke extensions,
iyi ins.; thickness of the pedestals, 4 ins.; length of the axles, 6 ft.
8% ins.; diameter of the axles. 5 ins. and at the gear seat, $y2 ins.;
journals, 4*4 ins. x 8 ins. The wheels are 33 ins. diameter arid
steel-tired ; the wheel base is 6 ft. 6 ins.
Fig. 2 shows a truck of the Schenectady Railway. This truck
has double horizontal brake levers with upright levers held in a
vertical position when retracted. Special swivel locks are placed
on the bottom brake rods. The extensions of the frames are
bent around the wheels to increase the clearance of the truck.
The double- and single-corner brackets which connect the tran-
soms and side frames are plainly seen in the illustration of this
truck. These brackets are 1 in. thick, forged from single billets,
and are used on all trucks of the 27-E type. The length of the
side frames is 9 ft. 10 ins.; width at center of the bar between
yokes, sVa his.; thickness of the bar, iyA ins.; thickness of the ex-
tensions, \Y2 ins.; thickness of the pedestals, 4 ins.; length of
axles, 7 ft. \Y2 ins.; diameter, 6 ins. and at gear seat, 6y2 ins.;
journals, 5 ins. x 9 ins. The wheels are 34 ins. in diameter and
are steel-tired. They have a 2-in. tread and a 15-16-in. flange.
The wheSl base of the truck is 6 ft.
Fig. 3 illustrates the truck as used on the Wilkesbarre & Hazel-
ton Railway, Pennsylvania. The special features of this truck are
four braking appliances. The outside brakes are operated by
two methods, automatic air and hand, and the inside brakes also
FIG. 2.— SCHENECTADY RAILWAY COMPANY'S TRUCK, WITH
DOUBLE HORIZONTAL BRAKE LEVER
have two systems of control, magnetic and hand. It is said that
this is the most complete brake system ever furnished to any
form of rolling stock. The spring plank is composed of angle
irons with the ends brought over the equalizing bars. The length
of the side frames is 11 ft. 3 ins.; width at center of the bar be-
tween the yokes, 5^2 ins.; thickness of the bar, 1^4 ins.; thickness
of the extensions, iy2 ins.; thickness of the pedestals, 4 ins.;
length of the axles, 7 ft. %-in.; diameter of the axles, 7 ins. and at
the gear seats, 7*4 ins.; journals, 4% ins. x 8 ins. The wheels are
36 ins. in diameter, are steel-tired and have the M. C. B. type
tread and flange. The wheel base is 6 ft. 6 ins.
Fig. 4 shows the truck as built for the Gallarate-Milan Railway,
FIG. 4.— SOLID FORGED TRUCK FOR THE MILAN-GALLARATE
RAILWAY
Italy. This is said to be the largest electric truck ever built, and
is considerably larger than the standard four-wheeled steam rail-
road trucks. The solid-forged frames and the strength and dis-
position of the springs give it a carrying capacity equal to the
large six-wheelers used under the heavy steam coaches. It is in-
teresting to note that this enormous strength is obtained without
bulk. Unfortunately, the truck does not show to good advantage
in the engraving, as the wheels do not belong to the truck and
are but 33 ins. in diameter. The angle-iron end-pieces of the
frame are bent around the extensions of the side frames and
heavily bolted thereto. The length of the side frames is 12 ft.
y2 in.; width at center of the bar between the yokes, 7 ins.; thick-
ness of the bar, 1% his.; thickness of the extensions, ijy2 ins.;
thickness of the pedestals, 2 ins.; length of the axles, 7 ft. 3% ins.;
diameter of the axles, 6^4 ins. and at the gear seat, 7f4 ins.; jour-
nals, 5% ins. x 9 1-16 ins. The wheels are 41 ins. in diameter
and have the M. C. B. type tread and flange. The wheel base is 7 ft.
October 8, 1904.]
STREET RAILWAY JOURNAL.
665
THE HAMILTON-HOLZWARTH STEAM TURBINE
A 54-INCH BAND RE-SAW
It has been well known that the Hooven, Owens, Rentschler
Company, of Hamilton, Ohio, has been engaged for some time
on the design of a steam turbine, but no particulars have been
available until this issue. The turbine is illustrated herewith and
differs in a number of particulars from other turbines which have
been described in these columns. In units of 750-kw upward, the
turbine is built with separate high and low-pressure casings;
smaller units have one casing only. Owing to the design of the
turbine, there is no back pressure to the steam in the running
wheels and any slight end thrust is taken up by a thrust ball bear-
ing. The turbine is built only with horizontal shafts.
Like the Parsons, this turbine has a large number of stationary
disks and running wheels, but while the Parsons expands in both
stationary blades and running wheels, the Hamilton-Holzwarth
steam turbine expands only in the stationary blades. The num-
ber of blades and wheels is also less than in the Parsons type.
The radial height of the vanes in these blades is gradually in-
creased from high to low pressure, corresponding to the volume to
which the steam expands in its course. In the bore of the sta-
tionary disks runs, with as small clearance as practical, the hub
of the running wheel. This restricts the leakage losses to a mini-
mum. The stationary disks are located in grooves in the turbine
casings and the stationary disk vanes are of drop forged steel,
milled and ground to the proper shape. A tough steel ring is then
shrunk on the outside periphery.
The running wheels are made as light as possible in order to
keep the diameter of the shaft, and hence the bore of the station-
ary disks as small as possible, also so as to reduce the strains
due to centrifugal stresses. The running wheels are built with
cast-steel hubs ; steel disks are riveted to both sides of the hub
and the vanes are then riveted in place. On the outer edge of the
vanes is a thin steel band which give an outside wall to the steam
channel. Tests made with these vanes have shown that it takes
over 1000 lbs. to pull them out of the clips. Every wheel is bal-
anced to within 1-16 of an ounce. The bearings for the turbine
shaft, having much less weight to support than those of the gen-
erator shaft, are made short, with straight, cylindrical shells. A
thrust bearing is used on the exhaust side of the bearing, ar-
ranged so that the whole shaft can be moved axially and the posi-
tion of the running wheels changed. Flexible couplings of an
ingenious type are used between the high and low-pressure shafts
so that either shaft can be fixed and located without affecting the
location of the other shafts.
The expansion of the turbine shaft and casing is provided for
by holding each rigidly only at the cool or exhaust end by the
high-pressure and low-pressure pedestals. The casings are not
The accompanying cut illustrates a late improved machine
built by the American Wood Working Machinery Company, of
New York, Chicago and New Orleans, which is said to embody
all the conveniences and attachments that are necessary or de-
sirable for any kind of resawing on hard or soft wood. The
frame is strong, heavy, has a broad base, and if properly set will
BAND RE-SAWING MACHINE FOR RAILWAY SHOPS
not vibrate, even when running on a light floor. The shafts are
large in diameter and have bearings from 9 ins. to 14 ins. long,
running in self-oiling boxes. The lower wheel is a solid web and
very heavy. The upper one is as light as is consistent with
strength.
The feed works are very powerful, there being six feed rolls,
and the feed varies from 12 ft. to 120 ft. per minute, by adjusting
the expansion cones according to the work required. The right-
1000-KW HAMILTON-HOLZWARTH STEAM TURBINE, DIRECT CONNECTED TO 1000-KW ALTERNATOR, IN (ITERATION AT THE
LOUISIANA PURCHASE EXPOSITION
fastened to the bed-plate, and they as well as the shaft can slide
or expand against the direction in which the steam flows.
The governor operates by throttling, a method which does not
present the same disadvantages as in the reciprocating engine.
In the latter the static pressure of the steam is reduced by a
throttling valve, but in steam turbines static pressure is not used
owing to the fact that all the energy is converted into, kinetic
energy. The regulating valve is located below the bed-plate, and
is of the double-seated poppet-valve type, which insures a perfect
balance.
hand rolls are rigid in the boxes, but the left-hand set are elastic
so as to grasp uneven stock and hold it firmly against the rigid
roll, thus making a powerful Iced even on very unequal sawed
lumber. All rolls are adjustable to the blade and wheels in case
of wear. With a special self-centering attachment both sets of
rolls are held rigid and the adjustment for thickness is made by
a lower screw and hand crank. The capacity of the machine is
30 ins. vertically and from % in. to 20 ins. horizontally. It will do
slabbing from 12 ins. wide, will split a 16-in. timber in the center
and cut a veneer from 12-in. timber.
666
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
IIVIPROV£MENTS IN BLOCK SIGNAL SYSTEM FOR SINGLE
TRACK RAILWAYS
In the Street Railway Journal of Aug. 29, 1903, a description
was presented of the block signal system which had then been in
use on the line of the Tamaqua & Lansford Street Railway Com-
pany for over a year. The electrical details of this system, which
was installed by the Eureka Electric Signal Company, of Lansford,
Pa., proved thoroughly satisfactory from the start, but certain me-
chanical changes in the controlling apparatus were found desirable,
the principal one being a new controller of simplified construction
and affording a wider range of protection. It will be apparent from
the following that this system possesses a number of valuable me-
chanical and electrical features which make it worthy of the care-
ful attention of railway companies operating single track lines not
now furnished with an efficient block signal system.
The simplicity of operation is well shown in the wiring diagram,
Troiley Wire
Fjed
Green
Green
J{u xi ha ry Controller
is?
Green
FIG. 1.— WIRING ARRANGEMENT FOR THE TWO-WIRE SYSTEM
Fig. i. Normally, the signal circuit of an empty block is grounded
at both ends. This circuit includes a series of green lamps dis-
tributed along the block in any desired position, and red lamps at
the extreme ends of the block. The feed-wire connections to the
signal circuit are normally open. The practical advantage claimed
for this arrangement is that the signal circuit being normally dead,
no accidental grounding through bad insulation, falling wires, etc..
can energize the circuit and cause false signals. Should such a
"ground" occur the system will still work on the entrance of a
car into the block affected, but the dulling of the lamps in the por-
tion shunted by the accidental ground will show the existence of
trouble in that part of the circuit.
Upon entering a block, the trolley wheel automatically takes the
right-hand branch of the divided trolley wire and engages the con-
tact device thereon. The current supplied from the contactor oper-
ates the circuit controller at that end of the block, thereby cutting
out the ground at that end of the signal circuit and cutting in the
feed connection. This causes all the green lights to glow and also
the red light at the far end of the block. The green lights show
the motorman that the block ahead is clear, and the far red light
shows the motorman of a car approaching the other end
of the block that the block is occupied by a car coming
toward him.
If another car follows the first, the glowing green light
and the absence of any red light show the motorman that
a car is ahead of him going in the same direction, and if
his instructions are to trail that car he goes into the block
under control. This does not change the signals, but
moves the circuit controller a notch farther.
When a car goes out of the block at the distant end,
it co-operates with the contact-maker and sets back the
controller at the end where the car entered. If this was
the only car in the block it cuts out the lamps and leaves
the block clear. If there are one or more cars following
in the block, it sets the controller back one notch, but does not
put the lights out. The red lamp glowing at the end of the block
as he leaves it tells the motorman that another car is trailing him.
The last car out of the block extinguishes all the lamps. If a
motorman overruns a red lamp danger signal and enters a block
while a car is in it running in the opposite direction, it cuts out
both grounds and extinguishes all the lamps. This notifies the
motorman in the block that a car has entered it from the other
end in defiance of the signals, or that the system is out of com-
mission, and he must stop or feel his way out of the block.
If a car enters a block wrongfully through failure of brakes, or
for any other reason, backing out will reset the system in its proper
condition. If the signal system, or any part of it is out of order,
every motorman within the district affected is notified by the
lamps going out.
The fundamental idea of this signal system is the operation of
only one controller ; to set the system to danger when cars enter
the block, and to safety when they leave it. To protect a block, two
controllers are used, one at each end, but as they are not wired in
series their operation is independent and opposite to each other. The
No. 2 controller shown in Fig. 2 is the latest development in Eureka
appliances, and is the standard machine now used with the two-
wire system, combining in itself the functions of both the original
No. 1 controller, and the automatic current directing relay which
switches a path for current from both short plates of the con-
tact maker through the coils of the magnets operating the signals.
In addition, the new controller
includes an alternating device,
placed in the signal circuit, by
which two green lamps at the
entrance to the block are al-
ternately cut in and out of cir-
cuit. When a car enters the
block one of these lamps goes
into service. Should another
car follow the first, it will put
out that lamp and light the
other. This alternating con-
tinues with each successive car
that enters the block. This de-
vice, however, may be omitted.
The magnets of this con-
troller are wound to stand the working current continuously
without burning out. All working parts are massive ; all levers
operate on trunions, adjustable to take up wear; all switches fall by
gravity, eliminating spring operation ; all bridging contacts work
on pins, being held in place by cotters ; and all contacts are
made by crossing heavy silver wire at right angles. This controller
FIG. 2. — THE NO. 2 CONTROLLER
needs but one contact-maker for its operation, setting the signals
to danger when cars enter the block, and to safety when they leave
it. It embodies the accumulated experience of many years of sig-
nal work, and has been designed and is guaranteed to handle heavy
work successfully, with little danger of breaking down in service.
The Springfield, Troy & Piqua Railway Company has made ar-
rangements with the Southern Ohio Express Company to handle
the express business on this line.
October 8, 1904.]
STREET RAILWAY JOURNAL.
667
NEW ELLIPTIC SPRING FOR ELECTRIC MOTOR TRUCKS
The Union Spring & Manufacturing Company, of New Kensing-
ton, Pa., has brought out recently an improved type of elliptic
spring, which is now used in the electric motor trucks built by the
Standard Steel Car Company, of Pittsburg, Pa. In motor trucks,
owing to the limited wheel base between plates and the space neces-
sarily occupied by the motor, the bolsters have to be very narrow,
and hence the bolster springs are limited to double elliptics with
leaves about 2>lA ins. or 4 ins. wide. To carry the load and at the
same time provide for sufficient deflection to insure easy riding, it is
necessary to make these springs not less than 36 ins. long, and with
as many as six leaves or even more; but it is a well-known fact
that too many leaves in the ordinary type of elliptic spring cause
it to be hard riding, owing to the excessive damping effect, due to
friction. The manufacturer's experience confirms the belief that
three or four-leaved springs are the easiest riding. In order to
make a six-leaf spring of ample strength that will ride as easily
NEW TYPE OF SIX-LEAF ELLIPTIC SPRING
as a three-leaf spring, the six leaves have been divided into two
sets of three leaves each, both sets being secured by one band,
but beyond the band the sets are separated so that no friction is pro-
duced between them. The outside set carries a plate which connects
the upper and lower sets of the spring and the inside set has the
long leaves merely resting together at their ends, as is shown in
the illustration. The action of this spring is precisely the same as
a quadruple elliptic three-leaved spring of the same length and
width of leaves, which is equal in good riding qualities to the best
springs used on steam railroad passenger cars.
The Union Spring & Manufacturing Company was one of the
first independent spring manufacturers to go into business after the
formation of the Railway Steel Spring Company. It manufactures
helical and elliptical springs for all types of rolling stock, as well
as pressed steel spring plates and pressed steel journal-box lids,
and has furnished its products to most of the large steam rail-
roads, electric railways, and car and locomotive builders through-
out the country. Its general offices and works are located at New
Kensington, Pa., eighteen miles from Pittsburg, on the Allegheny
Valley Railroad and the Allegheny River. The capacity of the
plant in all lines of the company's manufactures is 1200 tons per
month. The officers of this company are: Archibald M. McCrea,
president; Leonard G. Woods, vice-president; Albert Pancoast,
secretary and treasurer.
LARGE CARS FOR THE ILLINOIS TRACTION SYSTEM
The accompanying illustration shows a train of seven cars built
for the Illinois Traction System, which left the works of the
American Car Company a few weeks ago for Springfield, 111.
The train was drawn by a special locomotive and the cars were
carried on their own wheels. The order called for eight cars, but
one was shipped a week or two previous to the others and placed
INTERIOR OF INTERURBAN CAR FOR THE ILLINOIS TRACTION
SYSTEM
at once on the lines between Danville and Champaign which pass
through Urbana, where the University of Illinois is located. The
cars which had been running on that division required two hours
to make the trip of 35 miles. The new car is run as a limited,
upon which an extra fare is charged, and the trip from Danville
to Champaign is made in 1 hour and 15 minutes. The Illinois
Traction Company, also known as the McKinley syndicate, has
about 300 miles of lines in operation at and between Springfield,
Decatur, Champaign, Urbana and Danville. The company is
connecting the sections of this system, intending to run through
cars from Danville to St. Louis, a distance of 200 miles, and a
large part of the new construction has been completed.
The new cars measure 51 ft. 6 ins. over all, 49 ft. 10 ins. over
crown pieces, and from the outside of the vestibule at the front
end over the end panels at the rear, 45 ft. 1% ins. The width over
the sills, including the sheathing, is 8 ft. 10 ins.; over the centers
of the posts, 2 ft. 6Ts ins. The side sills are 5 ins. x -jVA ins. and
2 ins. x 6 ins., with 7-in. x 5s-in. sill plates on the inside. The
end sills are 5 ins. x 7.34 ins., with 7-in. x J^-in. plates. The thick-
ness of the corner posts is 354 ins., and of the corner sub-posts,
SEVEN NEW CARS FOR THE ILLINOIS TRACTION SYSTEM LEAVING SPRINGFIELD, ILL., ON THEIR OWN TRUCKS
668
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
234 ins. The thickness of the side posts is 2J4 ins. Four 6-in.
I-beams with yellow pine fillers constitute the center sills.
The passenger compartment is seated for forty-six persons, and
the baggage compartment has folding seats for the accommoda-
tion of smokers. The motorman's cab is located on the left side
of the latter compartment. Incandescent lights are placed singly
on the arched rafters of the deck, four to each rafter. The seats
in the passenger compartment have stationary backs, are uphol-
stered in green leather and are 36 ins. long. The toilet room of
standard steam car character is located at the rear end. The
bronze trim throughout is of a substantial character and includes
continuous parcel racks.
♦ ♦♦
THE PEERLESS SECTIONAL GEAR
The Peerless Sectional Gear Company, of New York, has re-
cently perfected and is now placing on the market a gear which,
as illustrated herewith, embodies a number of radical features
THE SECTIONAL GEAR TAKEN APART
not found in the gears now in universal use. It consists of a cast-
iron hub, or center piece, to which are attached removable sec-
tions of the gear. The sections, which are two in number, are
interchangeable on any hub. When the hub is once pressed into
THE SECTIONAL GEAR ASSEMBLED COMPLETE
place on the axle it requires no further attention as long as the
car is in use. The rims or sections of the gear are attached to
the hub independently. When the teeth are worn out and no
longer serviceable the rims are removed and new ones substi-
tuted, thus making practically a new gear. The ease with which
this can be done can be readily appreciated by examining the
accompanying illustrations. Where the hub piece and the rim
come in contact they are beveled in such a way as to make a
perfect fit, thus preventing all lateral motion. To escape the pos-
sibility of the rim revolving or slipping on the center piece, a
steel safety key is placed through the hub and rim section, lock-
ing them absolutely. The weight and amount of metal in the
entire gear is about the same as in the ordinary type. There is,
however, a considerable saving to users of this gear, because
when the rims are worn out they can be replaced without buy-
ing a new hub. The great advantage of this type, however, is
in the saving of time and labor in replacing the gears. The car
is simply run over the pit, and one man with one wrench can re-
move the old rims and replace them with new ones in less than
an hour, as the nuts and bolts are all of the same size.
This gear is the result of a long series of experiments under
regular operating conditions. At the present time it is in service
on the lines of the Public Service Corporation of New Jersey,
whose engineers have watched its successful development with
considerable interest.
MORE SEMI-CONVERTIBLE CARS FOR CHICAGO
The Calumet Electric Street Railway Company, of Chicago,
has lately added to its equipment fifteen combination passenger
and smoking cars cf the Brill semi-convertible type built by the
SEMI-CONVERTIBLE COMBINATION PASSENGER AND SMOKING
CAR FOR THE CALUMET ELECTRIC STREET RAILWAY
COMPANY
G. C. Kuhlman Car Company, of Cleveland. These cars are
similar to a lot of fifteen built by the J. G. Brill Company two
years ago. The railway company operates 90 miles of lines, giv-
ing direct rapid transit from the center of the city to various parts
of South Chicago, outlying districts of that section and the subur-
ban towns beyond. Fast schedules are maintained and a large
business is done from the farthest points.
The new cars are 31 ft. 8 ins. long over the end panels and 44 ft.
INTERIOR OF COMBINATION SEMI-CONVERTIBLE CAR FOR
THE CALUMET ELECTRIC STREET RAILWAY COMPANY
X ins. over the crown pieces. Their width over the sills is 8 ft.
3 ins., and over the posts at the belt, 8 ft. 6 ins. The seats are
October 8, 1904.]
STREET RAILWAY JOURNAL
37 ins. long and the aisle 24 ins. wide. The centers of the posts
are 2 ft. 8 ins., and sweep of posts \Yx ins. The thickness of the
corner posts is ins. and of the side posts 3% ins. The side
sills are 4 ins. x 7^4 ins., with 12-in. x -Hs-in. sill plates. The end
sills are 5*4 ins. x 6y$ ins. The cars are seated for forty-four
passengers, the smoking compartment having accommodation for
twelve. The cars have a large amount of standing space, because
of the wide aisle and long platforms. The interiors are finished
in cherry, stained to a mahogany tint, and the ceilings arc of
bird's-eye maple. Between the compartments is a hard wood
partition with a single sliding door. The interior view shows
two windows entirely open on the right-hand side, the sashes be-
ing raised into> pockets in the side roof. The simple character of
the single runway in each post is clearly shown, and the five
window lock stops in the runways may also be seen. These run-
ways are entirely of metal from the window sills to the upper
ends in the roof pockets. The top of the window sills is but 24^
ins. from the floor and has arm rests bracketed thereto which are
arranged not to interfere with the window locks. The sashes in
the vestibules drop into pockets in the wainscoting. The vestibule
doors fold against the vestibule posts. The cars are mounted on
Brill No. 27-G trucks having 4-ft. wheel base, 33-in. wheels and
4-in. axles.
ALL-STEEL AND WOOD-STEEL CATTLE GUARDS
IMPROVED TROLLEY RETRIEVER
Cattle guards have long been recognized as a necessity on rail-
ways operating in stock raising districts, particularly as the trac-
tion company is usually the sufferer financially when accidents oc-
cur. The Merrill-Stevens Manufacturing Company, of Kalama-
zoo, Mich., has given considerable attention to the manufacturing
of such guards, and has brought out a number of designs to meet
special conditions.
In laying the Cook all-steel cattle guard made by this company
no track preparation is needed, except to space the ties at the ends
of the guard so that the guard will rest on the end ties only, hang-
ing clear of the intermediate ties underneath. Each section is
spiked down to the ties at the ends of the guard only. It will
be seen that the guard vibrates under weight, and this feature, com-
The term trolley retriever, as distinguished from trolley catcher,
has now acquired a definite significance and refers to a device
which not only checks the upward movement of the trolley when it
jumps the wire but also pulls it down far enough to safely clear
the overhead structure.
To those interested in the
operation of the cars by
the overhead system, the
trolley retriever is becom-
ing of steadily increasing
importance. For high-
speed railways it is now
recognized as a necessity,
and roads operating at
comparatively low speeds
are learning that it pays
to provide a retriever so
that the conductor may de-
vote all of his time to col-
lecting fares and attending
to his many other duties.
A sectional cut is pre-
sented herewith of the
Earll trolley retriever,
manufactured by C. I.
Earll, of New York. This
device has been on the
market for nearly three
years, but has recently been
considerably modified and
improved. It is both com-
pact and light, and has a very large rope space. The heavy retriever
spring and the light spring which takes up the trolley rope slack
are wholly inside the drum. The enclosing case is made up of a
malleable iron back and a drawn steel shell which fits into a recess
in the back, where it is held by the central shaft on which the
CROSS SECTION OF RETRIEVER
ALL-STEEL CATTLE-GUARD IN POSITION
bined with the sharp teeth alternating in height, offers such unstable
footing as to stop the most unruly animal. The guard is made of
annealed steel, and can be easily repaired or straightened by an
ordinary section hand. The parts are riveted with pneumatic rivet-
ers, the whole forming practically a solid structure. If desired,
hog attachments are furnished to prevent the passage of animals
with feet small enough to pass between the main guard rails.
The company also builds a wood-steel guard, which is in exten-
sive use on many railroads. The metal transverse clamping fix-
tures are of soft Bessemer steel, pressed into shape with powerful
presses. The wooden parts are white oak, creosoted, if desired.
All pieces are brought to exact size and shape, thus making them
interchangeable. Broken wooden slats may be removed and new
ones inserted in a few minutes time. All that is required is to un-
screw the nuts which hold the span pieces in position, put in the
new ones and fasten as before. This guard is open from one end
In the other; that is, there are no spacing blocks between the slats
si 1 that drifting snow and dirt will not lodge and fill up the guard.
This guard, like the metal one, requires no preparation of track, but
is spiked down upon the lies as they lie in (he roadbed. The same
hog attachments may lie used as with the regular Cook guard.
TROLLEY RETRIEVER READY FOR OPERATION
sheave rotates, being secured by a thumb-nut at the rear, as show n
in the sectional illustration. This thumb nut is the only screw in
the entire machine. When it is taken off the shaft may be with-
drawn and the steel case removed from the hack', thus giving access
to every part. The drum has a bearing on the shaft 3] 2 ins. lung:
the diameter of the case is ins., and the weight of the retriever
14 lbs. All of the parts are made of steel except the drum and
back, which are of malleable in in.
All retrievers require to be reset after the pole lias jumped the
wire and been pulled down. Imt there is some diversity oi opinion
670
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
among railway managers whether the conductor shall be compelled
to set the retriever before replacing the trolley on the wire, whether
he shall always set it to the same extent, or be permitted to replace
the trolley and start the car before setting the retriever. One of
the features of this retriever is that by merely removing certain
parts and substituting others which are interchangeable with them,
the retriever may be set in any of these three ways. Where
the first method is used it is not necessary to touch any part of the
retriever to accomplish the setting, but merely to take hold of the
rope. Where the second and third methods are employed, the
conductor has to depress the set lever before pulling out the rope.
In all three methods of setting with this retriever the trolley pole
may be pulled down close to the roof of the car before beginning
to set, thus enabling the conductor to use the up-pull of the trolley
pole to assist in setting without danger of carrying the pole high
enough to strike the span wires should the car be in motion.
INTERURBAN CARS FOR THE ATLANTIC SHORE LINE
RAILWAY
COMBINATION ARC HEADLIGHT
The detachable duplex combination arc headlight shown in the
accompanying cut is a product of the Smith of New York Company,
DUPLEX COMBINATION ARC HEADLIGHT
New York City. It is 18 ins. high and 14 ins. in diameter, weigh-
ing 23 lbs., and is light and convenient to handle. The arc is
said to throw a light 1500 ft. without a shadow, while the incandes-
cent equals in efficiency three of the ordinary type. Each head-
light is furnished with two posi-
tive plugs (arc and incandesc-
ent), with four receptacles, the
hook on headlight case being-
negative contact for both cir-
cuits. Change of light is made
by inserting the proper plugs
in the receptacles, or by operat-
ing a two-throw switch placed
in the vestibule of the car. The
back of the case is made of cast
iron, the case itself being of ex-
tra heavy sheet steel. The re-
flectors are made of extra heavy
gage aluminium, brass or cop-
per, heavily plated. The ring
for the glass is made of brass,
and can be easily taken out and
glass relaced by adjusting one
screw. The headlight is easily
adjusted on the dash by its
bumpers. The lamps can be replaced without removing either
the case or the reflector.
The Laconia Car Company Works, of Boston, Mass., have re-
cently built for the Atlantic Shore Line Railway, of Kennebunk-
HIGH-SPEED INTERURBAN TRUCK FOR INSIDE-HUNG MOTORS
INTERIOR OF CAR FOR ATLANTIC SHORE LINE RAILWAY
port, Maine, the type of car shown in accompanying illustrations.
The car body is of the semi-convertible type, 35 ft. long over
SEMI-CONVERTIBLE INTERURBAN CAR FOR KENNEBUNKPORT, MAINE
body and about 45 ft. over all. It is built on steam car lines, with
straight sides sheathed, and has an extended monitor. The win-
October 8, 1904.]
STREET RAILWAY JOURNAL.
671
dows are arranged in groups with double sash, and both sashes
are arranged to drop flush with the window sill, making a very
comfortable summer car when the windows are lowered. The
inside finish is red birch. The ceilings are of three-ply quartered
oak, decorated. Chase leather curtains are used. The seats,
which were made by Heywood Brothers & Wakefield Company,
are upholstered in special figured plush.
All cars are wired for electric push buttons at each post; are
equipped with International registers operated by rods ; Consoli-
dated heaters; Root scrapers; Wilson trolley retrievers; Cleve-
land combination headlights; Westinghouse motor-driven air
brakes ; Westinghouse 40-hp motors No. 101 and type M control.
The motors are geared for a speed of 35 miles an hour. The
trucks are the Laconia Car Company Works new type, with 5-ft.
7-in. wheel base, and are adapted for inside-hung motors.
THE ANTI-FRICTION BRAKE AND CONTROLLER HANDLE
THE " NEW HAVEN " TROLLEY WHEEL
The accompanying illustration is a view of the "New Haven"
trolley wheel known as the No. 53. This wheel, which is made by
the Recording Fare Register Company, of New Haven, Conn., is
TROLLEY WHEEL WITH NON-OILING BEARINGS
especially adapted for high speed interurban work. It is used ex-
clusively by the Schenectady Railway Company on all of its high
speed lines. This type is 5^4 ms- 'n diameter, and is furnished for
i}i in. or 2 in. hub, %-'m. spindles.
As is well known, the special feature of all "New Haven" wheels
After a number of practical tests the Anti-Friction Handle
Company, of Amsterdam, N. Y., has placed on the market a new
ball and roller-bearing handle designed for the brake and con-
ANTI-FRI CTI 0 N BRAKE AND CONTROLLER HANDLE
trailer handles of electric cars. The improvement is in the hand
hole, the construction of which consists of a series of hardened
steel rollers and balls revolving between a shaft and steel shell
incased in a hard rubber grip. The rubber grips make the brake
and controller handles non-conductors, and the motorman will
constantly grasp the revolving hand-holds to avoid short-circuit
shocks. He is therefore ready at all times to stop the car quicker
and with less exertion than is afforded by any other hand brake
appliance. The use of padded gloves is rendered entirely unnec-
essary.
The great facility with which this device can be applied tends
to reduce the possibility of accidents, and makes the work easier
for the men. When desired, old brake handles of any make, in
use on any railway, may be fitted with anti-friction handles at a
small cost.
A PRIVATE ELECTRIC MAIL CAR
One of the few, if not the only, private electric mail cars in
use is shown in the accompanying illustration. This car is in
the service of the Lewis Publishing Company, of St. Louis, Mo.,
and is operated between the company's plant, near the World's
PRIVATE ELECTRIC MATE CAR BUILT FOR AN ENTERPRISING PUBLISHER, AND NOW RUNNING AT ST. LOUIS
is the fact that they are furnished with bearings that outlast the Fair grounds, and the St. Louis post office. Two trips a day are
wheel, and which require no oil, thereby saving the time and ex- necessary to carry to the city the printed copies of the "Woman's
pense of oiling and of renewing bushings. Magazine" and the "Woman's Farm Journal." The mail sacks arc
672
loaded into the car from wagons. The car is run down .town over
the St. Louis Transit Company's tracks to a portion of unused
track near the post office. Wagons convey the mail to the office.
The car was built by the St. Louis Car Company and measures
over all 44 ft. Its width is 8 ft. It is equipped with the builder's
arc headlight and vertical wheel brakes.
- ♦♦♦
THE REFLEX WATER GAGE
The reflex water gage, which is so widely used for boilers, auto-
mobiles, tanks, separators, etc., is made in a variety of forms by
Win. T. Bonner & Company, of New York and Boston. The ac-
companying illustration shows a marine outfit with double hand
chains and drain valve. The leading feature of this gage is the
quick and reliable observation of the water level, due to the fact
that the water appears black while the steam shines with a silvery
lustre. When filled with water the reflex gage always appears
black and when empty it instantly shows white.
The principle of the reflex glass is based upon the optical law
iif the total reflection of light when passing from a medium of
WATER GAGE WITH
DOUBLE HAND CHAIN
AND DRAIN VALVE
greater refractive power to a medium of lesser refractive power.
By cutting grooved facets at proper angles in the inner surface of
the glass it is possible to eliminate all light from the vacant space
back of the glass and at the same time permit the passage of light
through that portion of the grooves covered with water or other
liquid. Thus a sharp clear line marks the height of the water or
other liquid, above which the air or steam space has a bright mirror-
like appearance, while the liquid takes the color of the back-
ground in the chamber, and as black is usually selected for the
sake of greater contrast the water shows black.
Instead of using a single glass and background, a pair of reflex
glasses may be arranged, one each at the front and rear of a column
of water and steam. If a gage of this kind be lighted from behind,
the part containing water will show bright, the water permitting
the passage of the light, while from the steam space it will be re-
flected.
, \
The new waiting room on the Public Square. Cleveland. Ohio,
for the interurban cars has been opened. All the interurban cars
now run around the south and west sides of the Public Square
and pass the station, approaching from the east and passing to
the west. The station is simply part of a storeroom, but it is of
great convenience to all concerned. The interurbans have been
given' the exclusive use of this corner of the square so that they
may lay over and not interfere with the regular city cars.
[Vol. XXIV. No. 15.
PLANS FOR LARGE AMUSEMENT RESORTS
Wonderful strides in the development of the summer amusement
park industry have been taken during the past year, and the plans
already made indicate that the coming year will be even more re-
markable. So profitable have proven the big new resorts during the
season just closed that it is estimated by specialists in this unique
branch of the entertainment business that within the next two years
practically every one of the larger cities of this country will be
supplied with at least one large resort equipped with the standard
attractions which the past five years of activity have brought to
the front. The subject is of particular interest to street railway
companies from the fact that most of them have already gone into
this work on some scale and because in any case they would have
to supply the transportation to such resorts.
Perhaps the most conspicuous success in America, if not in the
entire world, is that of Dreamland, the beautiful Coney Island re-
sort, which terminated its first season Sept. 25 under auspicious cir-
cumstances. Now comes the announcement of Edward C. Boyce,
vice-president of Dreamland, that he is preparing to establish in
Chicago a fairyland which will eclipse the splendors even of that
marvelous Atlantic Coast place of entertainment. This resort will
be at Sixty-Third Street and Washington Park and will cover 13
acres. Mr. Boyce and his associates have also completed arrange-
ments to build in Boston and two other large cities resorts to com-
pare favorably with any enterprise in Coney Island or elsewhere.
It is said that the great success which Mr. Boyce has scored in
this special branch of the amusement business has been due, not
only to his thorough familiarity with the construction and opera-
tion of the various devices, but to unusual judgment as to the desire's
of the public and how to cater to those desires. Thus it was that in
selecting and arranging the various devices and attractions for
Dreamland he was able to choose from the vast number of proposed
schemes and plans those which would most likely prove alluring
to the patrons. The same is true of the "White City," at Savin
Rock Park, New Haven, which recently closed its first season with
a record which attracted wide attention.
It is said that the White City in Chicago, which Mr. Boyce and
his associates are now constructing, will have some absolutely novel
attractions and features as well as the most profitable devices which
are now in use. Mr. Boyce's chief associate in this enterprise is
Joseph Beifield, owner of the Sherman House in Chicago.' Work
on the grounds was. commenced last week and it is planned to open
the resort by June 1 next. A feature of the park will be What is de-
signed to be the largest electric tower in the United States. It will
be 410 ft. in height and will be studded with no fewer than 100,000
STREET RAILWAY JOURNAL.
A NIGHT VIEW OF DREAMLAND, CONEY ISLAND, SHOWING THE GREAT TOWER, 'LAGOON,
BRIDGE AND SHOW BUILDINGS, WITH PART OF THE -CHUTES" IN THE FOREGROUND
October 8, 1904.]
STREET RAILWAY JOURNAL.
electric lights. The longest chutes thus far constructed in this
country will be established. A big spectacular feature will be a re-
production on a large scale of the great Chicago fire. The streets
of Venice will be a representation on large basis of the most beau-
tiful and historic features of the famous old Italian seat of art and
romance. In this attraction Mr. Boyce plans even to surpass his
charming "Canals of Venice" at Dreamland. In addition to these
there will be scenic railways, toboggans, old mills, slides, etc.
Chilcoot Pass, or "Bump the Bumps," which was beyond all ques-
tion the comedy feature of Dreamland and the White City, New
Haven, will be given a place of prominence in the Chicago show.
Bump the Bumps was the principal novelty of the season. It at-
tracted by many thousands more spectators than any other show
in Dreamland. It consists of a slide some 35 ft. wide and 50 ft. in
length on an incline of about 45 per cent. Over the smooth and
polished surface are distributed "bumps" of planed maple, circular
in form and gradually increasing in thickness from the edge, where
it neatly joins the surface of the incline, to about 6 ins. at the top.
Over this surface slid many thousands of visitors to the big resorts
in the past season. Gov. Benjamin Odell, of the Empire State, to-
gether with a distinguished party of United States and Supreme
Court Judges and others of like prominence, being notable patrons
of the game.
—
ANTI-STRADDLING DEVICE FOR SWITCHES
Within the last five years the soldered rail bond has become
quite popular owing to the simplicity with which it can be ap-
plied and inspected. Mr. Thomas has made a number of vital
changes and improvements both in the forms of the bond and in
the methods of application, especially in adapting it to use a com-
bination of riveting and soldering. Special types have been
designed for the third rail and for the different styles of rail joints
like the Continuous and Weber.
TESTS OF A SIMPLE ENGINE
The accompanying illustration shows a double-track through Y
recently built by the New York Switch & Crossing Company, of
Hoboken, N. J., for the Brooklyn Heights Railroad Company. This
Some interesting tests of a Reeves simple engine were recently
made by Prof. R. C. Carpenter, assisted by Prof. H. Diederichs,
both of Sibley College, Cornell University.
The diameter of the engine cylinder was 15 ins., the stroke 14
ins. The engine was connected through about 25 ft. of 4-in pipe
to a battery of two B. & W. boilers. The machine called for a 5-
in. steam pipe, but a 4-in. was the largest available, so that under
the high loads some wire drawing became noticeable. The exhaust
was connected through about 20 ft. of 7-in. pipe to a Wheeler sur-
face condenser. Two series of runs were made, the one non-
condensing, the other condensing. In the latter vacuum was used
as high as could be obtained. This was found to be about 23.5 ins.
For each series a number of runs were made, varying from friction
load to approximately 25 per cent overload. The duration of these
runs varied from one to two hours each, depending upon the con-
stancy of the various observations.
The most important result, 'steam consumption, was computed
for the ihp and the dhp per hour on the basis of dry steam. The
DOUBLE TRACK
THROUGH Y USED BY THE BROOKLYN HEIGHTS RAILROAD COMPANY
AND GRAHAM AVENUE, BROOKLYN
AT MESEROLE STREET
piece of special work is to be installed at the corner of Meserole
Street and Graham Avenue, and consists of 9-in. rail with hardened
center special work. A special feature of the crossing, however, is
the use of a method of holding the tongues of the entrance switches
firmly in one position or the other to avoid all possibility of the
wheels straddling the switch. The arrangement cannot be inter-
fered with by snow or ice, but the tongue can be easily turned by
a switch iron. The crossing contains eight tongue switches, four
tongue mates, three standard mates and one combination mate.
— ♦♦♦
THE THOMAS SOLDERED RAIL BOND
The Lord Electric Company, of Boston, Mass., has recently
acquired from Edward G. Thomas the right to manufacture and
install the Thomas soldered rail bond. During the last two years
(he bond has been supplied to several large railway systems,
notably the Chicago & Milwaukee Electric Railroad Company.
The very satisfactory results given by this bond led the company
to establish its rail bond department, with Mr. Thomas acting as
consulting engineer. One of the largest rail bond contracts ever
made has been given (o the company by Westingbouse. Church.
Kerr & Company for that part of (he Long Island Railroad which
will shortly be equipped for electric operation.
pi Hinds of dry steam per ihp per hour decreased steadily with the
load until it reacheel its minimum of about 26 lbs. of dry steam
at about 130 ihp for the condensing runs, and about 28 lbs. at the
same load for the non-condensing series. With a higher load there
was a small increase in the steam consumption, giving about 27.5
lbs. at 170. 3 ihp condensing, and about 31.3 lbs. for 159.2 ihp non-
condensing. The remarkable part about these results was the nearly
constant steam consumption on the ihp when running condensing.
At 80 ihp this was about 27.2 lbs., it dropped to about 2d ]]>-,. at 130
ihp and rose again to 27.5 at 170.3 ihp, giving a nearly constant
range from 40 per cent, underload to about 40 per cent, overload.
The dry steam consumption per developed hp followed closely
the preceding figures, the best consumption being about 27.0 lbs.
at 130 developed hp condensing, and about 31.9 lbs. at 130 devel-
oped hp non-condensing.
The relation between (he mechanical efficiency and (he developed
hp was also determined. The results are excellent. The highest
efficiency reacheel non-condensing 02.5 per cent at r 4 7. t developed
hp and 1302 ihp. For the condensing series the results are slill
better. The best figure is 95.8 per cent, at 154. 1 developed hp
and [65 dip, but tlie mechanical efficiency which reached 00 per
cent at 78 developed hp, reaches 95 per cent at 133 developed hp
and remains nearly constant from there up to [68.2 developed bp.
6/4
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
ELECTRIC FREIGHT LOCOMOTIVES FOR THE
NORTH-EASTERN RAILWAY OF ENGLAND
The largest electric locomotives ever built in Eng-
land are shortly to be used on the electrified section
of the North-Eastern Railway, near Newcastle, dis-
placing a large number of steam locomotives now
used for hauling freight trains. The locomotives
were built by the Brush Electrical Engineering
Company, Limited, Loughborough, for the British
Thomson-Houston Company, who recently electri-
fied the Newcastle branch of the North-Eastern
Railway, which, since its opening, has eclipsed all
previous passenger traffic records on the same line.
The consulting engineer for the electrification of
this railway is C. H. Merz.
Each of the locomotives when operating on a 600-
volt circuit is capable of handling a 300-ton (2240
lbs. per ton) train on a level at 14 miles an hour,
and of starting with a train of 150 tons on a grade
of 1 in 27 under all weather conditions, running up
this grade at 9 miles to 10 miles an hour. As the
construction of these locomotives differs in some
respects from American standard practice the fol-
lowing data may prove of interest:
The locomotives are of the double-truck type with
central cab and sloping ends, as shown in the illus-
trations, and weigh 50 tons when in running order.
The motors are of the GE 55 type, with two turn
armatures and 3.28 gear ratio, one being mounted
on each of the four axles. The control adopted is
the Sprague Thomson-Houston multiple unit sys-
tem, and is similar to that used on the passenger
trains. The leading dimensions are: Gage, 4 ft.
8J/2 ins.; length over central cab, 9 ft. J^-in. ; length
over headstocks, 35 ft.; length over buffers, 37 ft.
11 ins.; pivotal centers of trucks, 20 ft. 6 ins.; wheel
base of each truck, 6 ft. 6 ins.; width over cab, 7 ft.
654 ins.; width over side soles, 7 ft. lo$£ ins. ; width
over all, 8 ft. 8 ins.; height from rails to top of cab,
11 ft. 9 ins.; height from rails to the top of the floor,
4 ft. 3^4 ins.; diameter of wheels, 3 ft.; diameter of
axles at the center, 6^ ins.; diameter of the axles at
the journals, 6 ins., and length of journals, 10 ins.
The trucks are of the steel plate frame type and,
in accordance with English railway practice,
strengthened with steel angles and gussets with the
swinging bolster built up with steel sections and
steel castings. The bolster is supported on two
nests of coil springs of circular section and is pro-
vided with cast steel wearing plates, cast steel center
and side bearing plates. The side frames are sup-
ported on the axle boxes by laminated springs of
heavy design. The axle boxes are of cast steel,
machined to work in the horn plates, which are also
of steel and machined, being riveted to the side
frames which are cut out to receive them. The axle
boxes are provided with babbitted wings to take the
shoe beams and are fitted with heavy brasses. Am-
ple provision is made for lubrication and exclusion
of dust. The brake gear is of specially heavy de-
sign, as it plays an important part in the work that
the locomotive has to handle, which is chiefly on
heavy grades. Blocks are fitted to each side of
each wheel, and all gear is heavy enough to stand
operation by air pressure. The wheels are of the
cast steel disc type, balanced and fitted with roll
steel tires 5l/2 ins. wide by 21/. ins. deep on tread,
held in place by retaining rings and also by eight
set-screws. The motors are carried on the tran-
soms by cast steel brackets, in which the nose of the
motor rests, being held there by a forged strap.
The shoe beams are of oak and bolted to the axle
boxes, the shoes being hung outside the wheel base.
All holes are drilled, edges of plates planed and
rivets hand riveted.
4 11 a
-rr
□ □1
October 8, 1904.]
STREET RAILWAY JOURNAL.
675
The underframe is constructed of steel sections and ballasted
with cast iron blocks to bring up the weight desired. Each side
sole is formed by a girder 12 ins. x 6 ins. x 54 lbs. and of I section.
There are two center longitudinals each 8 ins. x 3^2 ins. x 5^-in. of
channel section, these four longitudinals being connected at their
side couplers and buffers are of the standard English pattern.
The center cab is constructed of y&-'m. steel plate and angles and
is separate to the sloping ends, which are also constructed in a
similar manner, all three portions being bolted to the underframe.
The cab is provided with two side windows on each side, the one
ONE OF THE ELECTRIC LOCOMOTIVES WITH BOW COLLECTOR AND THIRD-RAIL SHOES, FOR THE NORTH-EASTERN
RAILWAY COMPANY
ends by headstocks 15 ins. x 4 ins. x */>-in. of channel section. To
the front of these are bolted oak headstocks isH ms- x 8 ins. The
whole frame is firmly riveted with steel angles and gussets, all
holes being drilled and edges of plates machined. The under-
frame bolster is formed by two girders each 6 ins. x 5 ins. x ^2-in.
at the driving corners being arranged to lower. A sliding door is
fitted on each side, of ash, glazed at the top and paneled at the
bottom, bearing on the outside the arms of the company in transfer.
The doorways are 2 ft. 4 ins. wide and 6 ft. in the clear. At the ends
of the cab are two windows arranged to slide transversely. Arrange-
A VIEW OF THE FREIGHT YARD AT NEWCASTLE, SHOWING OVERHEAD WIRES AND THIRD RAIL
of I section, held together on the top by a plate 3 ft. wide and J^-in.
thick, and on the lower side by a plate 17 ins. wide x j4-in. thick.
Between the bolsters evenly spaced there are three cross girders
each 8 ins. x 3^2 ins. x %-in. of channel section, backed with a
plate 15 ins. wide x y^-'m. thick. On the top of the frame is a floor
of fireproof wood 1% ins. thick, fixed transversely with a top or
lining floor of ^-in. thickness laid longitudinally. The draw gear,
ments are made for driving the locomotive from each end of the cab,
and it is therefore fitted complete in duplicate with master control-
ler, air brake, sand and whistle valves. In the center of the cab is
fitted a cast iron column to carry the hand brake gear. There is
on each side a panel for the control and pump circuit accessories
with a main panel at one end for main and control switches, etc.
Air gages and ammeters are also fixed in each driving position.
6?6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
Under the sloping ends are fixed the contactors, reversers and
rheostats. The apparatus for each two-motor equipment is fitted
in its own end of the cab, the four-motor equipment being thus split
up into two equipments as far as possible. The contactors are sup-
ported from an angle-iron framing built on the floor of the cab, the
reversers and resistances being bolted to the floor but raised above
it so that the cable runways may run underneath them. The air
brake is of the quick-acting pattern. Air is supplied by a British
Thomson-Houston electrically driven compressor of the CP 14
type, which is hung underneath the frame. This compressor will
compress against a pressure of 90 lbs. per sq. in. with a cylinder
displacement of 20 cu. ft. per minute. The air reservoirs and sand
hoppers are fixed in the ends of the sloping cabs. The sand is car-
ried by flexible tubes to the fixed pipes on the trucks, the air op-
erating pipes being connected to the same at the base of the hoppers.
A shaded lamp is fixed in each driving corner with three lights
AX END VIEW OF ELECTRIC FREIGHT LOCOMOTIVE USED BY
THE NORTH-EASTERN RAILWAY
ill each of the sloping ends and a headlight on each end. All lamps
are of 32-cp and arranged for working six in series on a 600-volt
circuit. Two portable lights are also provided.
As the locomotives have to operate over sections fitted both with
overhead line and third rail, a sliding bow trolley has been pro-
vided in addition to the usual shoe-collectors. This bow automati-
cally reverses according to the direction of travel of the locomotive,
and is also capable of being lowered when not in use from the
cab by a hand-wheel. Fig. 2 shows the diagram of connections and
method of installing the apparatus and the wiring. All cables are
asbestos covered, and are run either in wood troughing lined with
uralite or in steel tubing. Besides being fitted with the nine-
wire coupler at each end for the control circuit, bus or main line
and pump line couplers are also provided, so that two locomotives
can be coupled together if necessary and operated by one man
EXPANSION OF THE RAILWAY WORK OF THE FORD ELEC-
TRIC & MANUFACTURING COMPANY OF ST. LOUIS
The Ford Electric & Manufacturing Company has purchased of
the Rossiter-MacGovern Electrical Company its entire St. Louis
manufacturing plant as well as all equipment and business per-
taining to the manufacture and repair of electrical and steam
machinery. It has reorganized the entire plant and now has one
of the largest and best equipped electric railway repair shops in
the Southwest. The company's plant is connected by switch with
the tracks of the Terminal Railroad Association, and where neces-
sary cars can be run into the shops for loading and unloading.
Exceptional facilities enable the company to execute promptly
all kinds of repair and constuction work.
-
PROGRAMME OF THE ST. LOUIS CONVENTION
The conventions of the American Railway Mechanical & Elec-
trical Association will be held on the second floor of the Trans-
portation Building, World's Fair Grounds, on Oct. 10, 11 and 14.
The meeting for the first day is called at 10 a. m., and delegates
are requested to register as soon after 9 a. m. as possible. The
opening address will be delivered by John I. Beggs, vice-president
and general manager of the Milwaukee Electric Railway & Light
Company. In addition, the "Question Box" will be discussed and
papers will be presented on "Maintenance and Inspection of Elec-
trical Equipment," by John Lindall, of Boston; "Wheel Matters,"
by J. Millar, of Buffalo; "The Ideal Shop," by W. D. Wright, of
Providence, and "Universal Car Body," by W. W. Annable, of
Grand Rapids. The meeting on Oct. 14 will be a joint meeting
with the Accountants' Association to discuss "Shop Records and
Accounts." The report on this subject has been prepared by
H. H. Adams, of Baltimore, and H. E. Farrington, of Boston,
fur the Mechanics, and H. M. Pease and W. G. McDole for the
Accountants. This meeting will convene at 9:30 a. m. The head-
quarters of the American Railway Mechanical & Electrical Asso-
ciation will be at the Inside Inn.
The convention of the American Street Railway Association will
also be held on the second floor of the Transportation Building,
and will be called to order at 10 a. m. on Oct. 12 and 13. On
Wednesday the association will be addressed by Hon. D. R.
Francis, Hon. Rolla Wells, Mayor of St. Louis, and Prof. W. E.
Goldsborough. In addition, papers will be presented on "Steam
Turbines," "Reciprocating Engines," "Gas Engines," "Transfers"
and "Signals." The banquet has been abandoned, owing to the
difficulty of finding any place where a caterer could take care of
a large number of people and the uncertainty surrounding the
question as to the number of persons who would care to attend.
The headquarters of the association will be at the Southern Hotel,
where members should register and obtain their badges and other
credentials, together with programmes of the meetings and en-
tertainments. The registration office will be open all day Monday
and Tuesday and on Wednesday morning.
The first meeting of the Accountants' Association will be held
at 3 p. m., Oct. 13, in the parlor of the Inside Inn., at which the
annual address of the president will be given and a report will be
rendered by E. M. White, of Hartford, on "A New Collection of
Blank's and Forms." The meetings on Oct. 14 and 15 will be on
the second floor of the Transportation Building. That on Oct.
14 will he devoted to the joint report of the A. R. M. & E. A.,
mentioned above. On Oct. 15 the meeting will convene at 9:30
a. 111. and a report will be received from C. N. Duffy on the
"Standard System of Accounting." The "Question Box" will
also be discussed.
PERSONAL MENTION
MR. D. W. McWILLIAMS has been appointed treasurer of
the Interborough Rapid Transit Company.
MR. C. D. MALEADY has resigned as secretary, treasurer, gen-
eral manager, superintendent and purchasing agent of the West
Chester Traction Company, of Ossining, N. Y., to become connected
with McMullen & Company, contractors, of Hartford, Conn.
MR. ARTHUR HARTWELL, who for a number of years has
been general sales manager of the Westinghouse Electric & Manu-
facturing Company, has resigned that position to accept the posi-
tion of general manager of the Sterling Varnish Company, of
Pittsburg.
MR. MORIZ MARHOLD, operating manager of the Grosse
Berliner Strassenbahn, of Berlin, Germany, is making a short
trip of inspection of the street railways of this country. Mr.
Marhold will visit Boston, Chicago, St. Louis, Philadelphia and a
few other cities.
October 8, 1904.]
STREET RAILWAY JOURNAL.
677.
ANNUAL REPORT OF THE PHILADELPHIA RAPID TRANSIT
The stockholders of the Philadelphia Rapid Transit Company
held their annual meeting last week. William H. Shelmerdine
and J. J. Sullivan were re-elected directors for four years. The
by-laws were amended to do away with the finance and executive
committees and give the directors power to operate the road as a
body. It was also agreed to have the directors meet on the first
and third Mondays of each month instead of once a month.
The report for the fiscal year ended June 30, 1904, compares with
the figures of that company for 1903 and with those of the Union
Traction Company in 1902 and 1901, as follows:
1904
1903
. . . . $15,923,507
$15,277,806
Operating expenses
• • ■ • 7.993,314
7,234,892
Net
7,930,193
8,042,913
Other income
172,854
158,766
Total net
8,103,048
8,201,680
Taxes and licenses
. . 1,060,896
990,701
Fixed charges
6,821,301
6,805,089
Surplus
. . . . 220,849
405,888
Number of passengers carried
.... 390,532,689
365,908,051
The Philadelphia Rapid Transit
balance sheet as of June 30 com-
pares as follows :
ASSETS
1904
1903
Cash
$598,150
$326,014
Fire insurance fund
. . . 850,000
850,000
Adv. leased lines
428,613
323,187
Supplies
569.742
905,598
Construction and equipment
. . . . 7,266,308
2,013,458
Real estate
503,327
334,212
Accounts receivable
82,515
128.567
Sundry stocks
• • ■ . 1,588,559
1.578,059
Franchise account
115,325
H5,325
$12,002,543
$6,574,424
LIABILITIES
Capital stock
. $8,984,680
$3,000,000
Second instalment account capital
79,370
Accounts audited not due
144.430
307.719
Fixed charges and taxes accrued
.... 1,951,^87
L954,39i
Operation accounts
299,470
827,055
Profit and loss
622,674
405.888
$12,902,543
$6,574,424
At the annual meeting of the
Union Traction
Company, held
just in advance of the Philadelphia Rapid Transit Company meet-
ing, the Stockholders approved of the mortgage for $1,000,000 on
the new Philadelphia & Willow Grove Street Railway line and
re-elected the directors without change as follows: Alex. M. Fox.
John B. Parsons, Wm. H. Shelmerdine, J. J. Sullivan. P. A. B.
Widener, George D. Widener, Geo. W. Elkins, Robert J. Balfour.
John M. Mack, Geo. H. Earle, Jr.. Joseph E. Widener, James H.
Gay.
The Union Traction balance sheet as of June 30 compares as
follows :
ASSETS
1904
1903
( :i sh . . . .
Pire insurance fund .
Adv. leased lines
$4,417,956
$4,548,436
Supplies
Construction and equipment
6,868,362
6.856,308
Real estate
624.573
624.573
Accounts receivable
2,202
2,202
Stocks and bonds
5,220,467
5,220,673
Franchise account
90,248
90,248
Totals :
^17,223,810
$17,342,447
LIABILITIES
Capital stock i
|> 1 0,500,000
$10,500,000
Union Traction 4s
1,500,000
1,500,000
Open account due Co.'s, 999 years. . .
1,030.737
1,269,869
Deposits underlying companies
249.776
Trustees' accounts
120
Profit and loss
3.943J77
3.072,577
Total 1
£17,223,810
$17,342,447
The report of the treasurer of the
Union Traction
Company
shows the following receipts and disbursements for the year end-
ing June 30, 1904:
RECEIPTS
Amount received from Philadelphia Rapid Transit for
fixed charges $6,294,449
Rental account 900,000
Total 7,194,449
DISBURSEMENTS
Fixed charges paid 6,294,449
Dividend paid 900,000
Total $7,194,449
The Philadelphia Rapid Transit report says:
The high prices of material and labor and the severe weather of
the past winter materially increased the cost of operation.
Twelve and seventy-six one-hundedths miles of additional track-
age were built and are now being operated.
About 15 miles of track were reconstructed — 10 miles of the 15
miles with the new standard girder rail (137 lbs. to the yard).
Twenty miles of new conduits were laid, 3600 kw of new electri-
cal machinery added and 134 large double-truck cars.
The work on the Market Street Subway "progressed favorably,"
and details of it are given.
Work on the line of the Philadelphia & Willow Grove Street
Railway Company has been started, and that road should be ready
for business next spring.
The fact is recited that on Oct. 1, 1903, $100,000 Thirteenth and
Fifteenth Streets 7s fell due and were paid off, and $100,000 of
3J/2S issued in their place.
In regard to the law suit against the company over the pur-
chase of the Doylestown & Willow Grove Street Railway Com-
pany, and the charge that $1,000,000 was paid for the property, the
report says:
"The entire capital stock of the company, $500,000. was pur-
chased for $20,000, and this company guaranteed the interest upon
an issue of $500,000 4 per cent bonds."
The fire insurance fund consists of the following: 3650 shares
Philadelphia Traction Company stock, 4674 shares Union Traction
Company stock $100,000 Electric and Peoples' 4 per cent stock
trusts, $20,000 Union Traction Company 4 per cent collateral trust
mortgage gold bonds, $420,000 in first mortgage on real estate,
$1,437.60 in ground rents, and $47,393.71 in cash.
o<>« —
AMONG THE MANUFACTURERS
THE SOUTHERN CAR COMPANY is a new industrial establishment
located at High Point, N. C, in the finest timber section of the South. The
company has secured the services of skilled car builders from the North, a,nd
is prepared to furnish high-class electric cars for both Southern and Eastern
delivery.
SOUTHWORTH BROTHERS, of Portland, Maine, makers of the Ameri-
can transfer punch, a number of which are installed on Boston street railways,
state that if railway companies will send them a pad of transfer slips they
will be pleased to show wherein their machine is superior to other transfer
punches.
THE LUMEN BEARING COMPANY, of Buffalo, N. Y., is building an
extensive addition and reconstructing its old plant, and a large amount of
improved and new machinery is being installed. When completed, the factory
of this company will be a model of its kind for manufacturing anti-friction
metals and bearings of every description.
COL. GILES S. ALLISON, president of the Security Register Company,
left New York for St. Louis a week ahead of the convention. He is making
extensive preparations to entertain liberally his many customers and friends
during convention week. Delegates will be cordially welcome to inspect the
exhibit of the Security Register Company in the Transportation Building,
Section 29, Aisle C.
THE HEIL RAIL-JOINT WELDING COMPANY, of Milwaukee, re-
ports contracts recently finished as follows: The Pittsburg Railway Com-
pany, of Pittsburg, Pa.; United Power Company, East Liverpool, Ohio, and
the Cincinnati Traction Company, Cincinnati, Ohio. This company has in-
stalled over 8000 joints during the present year, and has contracts for welding
in Illinois, Ohio and New Jersey.
THE MACON-EVANS VARNISH COMPANY has been organized in
Pittsburg for the manufacture of high-grade varnishes and insulating ma-
terials, with office and works at Esplen Borough. L. S. Macon is president
of the company, and Cadwallader Evans, Jr., secretary and general manager.
Mr. Macon was for a number of years secretary of the Sterling Varnish Com-
pany, and Mr. Evans was formerly with the Oliver Iron & Steel Company, of
Pittsburg.
THE JORDAN COMMUTATOR TRUING DEVICE for truing commu-
tators can be applied to any dynamo or motor for truing the commutator,
thereby saving the labor, expense and delay of removing armature and
placing it in a lathe. It also does away with the danger of the diamond-point
tools digging into the bars of the commutator and also the dragging of copper
across insulation between bars, thereby short circuiting same. This device is
678
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 15.
especially recommended by its makers, Jordan Brothers, of New York City,
for Siemens-Halske dynamos and all dynamos having large diameter com-
mutators on same.
IN THE ARTICLE ON THE CINCINNATI CAR COMPANY'S
EXHIBIT at the St. Louis Exposition, which appeared in the Street Rail-
way Journal for Sept. 24, mention of the Wm. C. Baker heater was omitted
through oversight. The car in question is equipped with Wm. C. Baker
double-coil perfected heaters. The car will be found on the test track, just
north of the Transportation Building, and all delegates to the street railway
conventions are invited to inspect it.
A TEXT BOOK ON STORAGE BATTERIES could not treat the subject
in a more valuable fashion than has been done in the neat celluloid-covered
pocket booklet given out by the Electric Storage Battery Company, of Phila-
delphia. Consideration is given to the construction and use of storage bat-
teries for varied kinds of work, together with appropriate illustrations. Addi-
tional value is lent to the book by the well-compiled electric railway engineer-
ing data, supplementary to the main topic.
THE BURT MANUFACTURING COMPANY, of Akron, Ohio, reports
that it has recently sent one of its large oil filters to the National Steel &
Wire Company, at New Haven, Conn., where it has already sold a number of
its 'Cross oil filters. It has also recently sold two Warden oil filters to the
Lehigh Valley Coal Company. Two of its 150-gallon oil filters have also been
sent to the LaBelle Iron Works, Steubenville, Ohio, for use in connection
with an oiling system which this plant operates.
THE SCOTTDALE FOUNDRY & MACHINE COMPANY, successors
to Kerwiey & Company, Scottdale, Pa., has recently added to its already ex-
tensive line a very up-to-date design of Corliss engine built in all combina-
tions to suit various kinds of service. The company makes only the heavy-
duty style of bed, believing that the girder frame is becoming obsolete. It
has published a neatly illustrated catalogue describing the principal features
and construction of its improved Corliss engines.
ALL THE TIMBER to be used as the permanent floor of the new Morri-
son Street Bridge at Portland, described in the Sept. 24 issue, comprising
some 400,000 ft. of lumber, as well as the Nicholson paving blocks covering
the surface of the roadways, is to be treated with Avenarius Carbolineum as a
preservative against dry or damp rot. The Carbolineum Wood Preserving
Company, which supplies this compound, guarantees that it will keep the
timber and blocks in perfect repair for a number of years.
THE UNITED RAILWAYS & ELECTRIC COMPANY, of Baltimore,
has recently placed an order with the xMayer & Englund Company, Philadel-
phia, for 300 International single-type fare registers, which are to be used in
the new cars recently ordered of the J. G. Brill Company. This makes a
total of 1100 International registers purchased by the United Railways, so
that nearly all the regular scheduled cars in Baltimore are equipped with
International registers. The Mayer & Englund Company has, in addition,
secured numerous smaller orders for those registers recently, including
seventy-five for the Coney Island & Brooklyn Railroad, seventy-five for the
Brooklyn Heights Railroad, fifty for the Capital Traction Company, Wash-
ington, D. C, and fifty for the Conestoga Traction Company, Lancaster, Pa.
THE TROLLEY SUPPLY COMPANY, of Canton, Ohio, has just issued
a fine catalogue thoroughly describing its various types of the Knutson trol-
ley retriever and American catcher. The booklet contains many enthusiastic
testimonials from railway managers evidencing their satisfaction with the re-
liability of the Knutson retriever under all kinds of operating conditions.
In this connection it is interesting to note that the cars of the Intramural
Railway at the St. Louis Exposition have been equipped with Knutson trolley
retrievers. The manufacturer invites those who are not familiar with them
to take advantage of this opportunity to study their action under actual
service conditions. The retrievers and American catchers are also on ex-
hibition at the exhibit of the company's agents, the Wesco Supply Company,
of St. Louis, who will give courteous attention to all inquiries, and take
pleasure in demonstrating and explaining the machines.
THE ANNUAL MEETING OF DICK, KERR & COMPANY, LTD.,
was held in London, on Sept. 27, 1904. The profits earned during the year
ending June 30, 1904, amount to £84,170 17s. 2d. The debenture and loan in-
terest and trustees' fees and premium payable on the redemption of the
present debenture stock absorb £14,441 lis. 9d., leaving a balance of
£09,729 5s. 5d., to which must be added the profits brought forward from last
year, viz., £35,544 18s. 7d., making a total of £105,274 4s. available for appro-
priation as under a dividend of 6 per cent per annum on the preference stock,
and a dividend of 10 per cent on the ordinary was declared. In addition,
£21,051 was charged to reserve, leaving a balance of £39,922. During the
past year the company has completed, among other important contracts, the
electrification of the Lancashire ec Yorkshire Railway, between Liverpool and
Southport, and the Hong Kong and Mandalay electric tramway systems, and
is at present busily engaged in Tokyo, Singapore, Bangkok, and other places
in Great Britain and abroad.
THE POWER & MINING MACHINERY COMPANY has been awarded
a contract by the Western Gas & Fuel Company for one two-cylinder Ameri-
can-Crossley gas engine, 28 ins. x 36 ins., single-acting; speed, 130 r. p. m. ;
normal brake-hp, 510, maximum, 570; direct connected to two Ingersoll-Ser-
geant 14%-in x 36-in. single-acting compressors; cylinders located in tandem
to the gas cylinders. This plant is to be used for compressing gas entering
the cylinders at an initial pressure of 50 lbs. and discharging at 350 lbs.
Making the compressors single acting and in tandem with the gas-engine
cylinders not only gives the advantage of direct connection, but does away
with the necessity of high-pressure stuffing boxes in the gas compressor
cylinder heads. The gas will enter the compressor cylinder at the end nearest
the gas engine, and will pass through the piston inlet valve to the other side
on the forward stroke of the engine, compressing on the return stroke. This
construction permits of minimum clearance in the compressing end of the
cylinder, and at the same time effectually prevents any chance of leakage of
gas into the room; any leakage past the piston, as will be seen, returns to
the inlet side. The company's guarantees cover the gas consumption of the
engine when operating at rated load, at 500 brake-hp, at which load it has
guaranteed a gas consumption of 11% cu. ft. of natural gas having a calorific
value of 1000 B. T. U. per cubic foot. The company has further guaranteed
that with 1000 cu. ft. of gas used in the gas engine, of this value, 36,480 cu. ft.
of gas per minute, measured at atmospheric pressure, will be delivered. It
is a well-known fact that gas-pumping plants in Indiana and Ohio at the
present time are using practically 25 per cent of the output of the wells for
pumping. The plant to be installed by the Power & Mining Machinery Com-
pany will easily do the work on 3% per cent.
THE STUART-HOW LAND COMPANY, of Boston, Mass., reports good
business for the season in its overhead material and railway supplies. The
company is at present equipping part of an electric railway in Canada, 120
miles long, with its brackets, cross-arms and other supplies pertaining to the
overhead construction of the road. About 10 miles of this road has already
been graded, poles set and Stuart-IIowland overhead material strung- As
soon as other sections of the road are built this company will furnish material
for the overhead construction until the road is completed. This company,
besides doing an extensive business in the Eastern States, as well as other
parts of the country, has for the past three years paid particular attention to
Canadian and foreign trade. Substantial foreign orders have been filled from
time to time and shipped, especially to the eastern part of Canada. Ample
storeroom, large quantities of all classes of railway material in stock and an
efficient business organization enable this company to do business with
promptness and despatch.
A FINE OPPORTUNITY is offered some park to get the World's Fair
steel double "shoot the chutes," built by Capt. Paul Boyton. Capt. Boy-
ton's reputation as the builder and patentee of the principal chutes of the
world is well known, and this, his latest "chute," is said to be the largest and
finest ever built. Instead of being a single one, it is double, so that the
boats can race down the "chute" with each other and add fun and excite-
ment to the attraction. The people are allowed to get in the boats at the
bottom of the "chute," avoiding the walking up or riding up in cars and the
change of boats. The new system has proved to be a great success at the
Exposition, especially causing people to ride over and over again, as they
do not have to get out of the boats at all. The "shoot the chutes" has been
a great success financially. There have never been any accidents, in fact, the
many protections that Capt. Boyton devised removed all dangers to such
an extent that the company operating it at the Exposition did not take out any
accident insurance. A. R. Rogers, president of the Pike Financing Com-
pany, at the World's Fair, has the matter in charge.
THE LOCKE INSULATOR MANUFACTURING COMPANY, of Vic-
tor, N. Y., is at present constructing an elaborate and extensive fireproof
electrical and chemical laboratory. A 200-kw motor generator and an immense
transformer are being installed. Current will be taken direct from the rail-
way circuit of the street railway company, which passes through Victor. The
main idea of the installation is to conform as closely as possible to actual
operating conditions. Current from the railway circuit will be transformed
to as high as 300,000 volts to 500,000 volts. With this enormous voltage, new
and improved designs of insulators will be tested, primarily to find out how
high a voltage an insulator can take before it crumbles or is punctured.
After this fact is ascertained, designs of insulators of each particular class is
completed, the insulators are manufactured, tested for the particular voltages
they are to carry, and shipped ready for use. Elaborate and sensitive in-
struments have also been installed to test chemically the constituents and
elements of the clay and other matter which enters into the construction
of the insulators. The mechanical strength of insulators will also be in-
vestigated to the fullest extent. The officers of the company state that they
intend to have a laboratory, when completed, whose duplicate can not be
found in the United States or abroad for the class of work for which it was
constructed.
♦♦♦
WINTER PLEASURE TRAVEL
The tide of travel is now southward bound. The Southern Railway, as
usual, has its schedules so arranged as to give those going South, Southwest,
Mexico and California a most delightful service. Through Pullmans are
operated daily from New York, touching all of the prominent cities South
and Southwest. The Southern Railway operates its own dining-car service on
all through trains, which is of the highest standard of excellence. For full
information, call on or address New York offices, 271 and 1185 Broadway.
Alexander S. Thweatt, Eastern passenger agent.***
THE RAILWAYS PROTECTIVE ASSOCIATION
In the Street Railway Journal of July 9, under the heading "Protection
from False Claims," reference was made to a proposed railway protective
association suggested by L. E. Drummond, of Drummond's Detective Agency,
New York. Full details were then given of the methods to be adopted to
protect members of the association from accident fakirs. The association is
now about ready to be launched. The agency has been collecting data right
along for its files and agitating the matter among the Eastern railway com-
panies, all of whom think very well of the idea, as it has appealed to them
as a positive necessity at the present time, in view of the large amounts spent
by them to satisfy accident claims.
Street Railway Journal
Vol. XXIV. NEW YORK, SATURDAY, OCTOBER 15, 1904. No. 16.
Published Every Saturday by the I'-i
McGRAW PUBLISHING COMPANY
Main Office:
NEW YORK, Engineering Building, 114 Liberty Street.
Branch Offices:
Chicago: Monadnock Block.
Philadelphia: 929 Chestnut Street.
Cleveland: Cuyahoga Building.
London: Hastings House, Norfolk Street, Strand.
Cable Address, "Stryjourn, New York"; "Stryjourn, London"— Lieber's Code
used.
ST. LOUIS HEADQUARTERS:
Section 1, Electricity Building, Louisiana Purchase Exposition.
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Street Railway Journal (52 issues) $3.00 per annum
Combination Rate, with Electric Railway Directory and
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Both of the above, in connection with American Street Railway
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regular price, $5.00 per copy) $6.50 per annum
Single copies, Street Railway Journal, first issue of each month, 20 cents;
other issues, 10 cents.
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Street Railway Journal (52 issues), postage prepaid $15.00
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Single copies, first issue of each month, 40 cents; other issues, 15 cents.
Subscriptions payable in advance, by check or money order. Remittances
for foreign subscriptions may be made through our European office.
Copyright, 1904, McGraw Publishing Co.
Entered as second-class matter at the New York Post Office.
The St. Louis Convention
The early date of going to press with this issue prevents
us from giving a complete report of or comments on the St.
Louis convention. We are able to present in this issue a por-
tion only of the papers, together with a report of the conven-
tion proceedings on Monday and Tuesday and a brief state-
ment of those of Wednesday and Thursday. These will show,
however, that the convention is being as well attended as any
in the history of the three associations. The fear entertained
by many that the outside attractions in a World's Fair city
would detract from the attendance at the meetings was not
justified by the experience at St. Louis. While undoubtedly
all of the delegates improved the opportunity to see as much
as they could of the Exposition during their stay at the
grounds, they arranged their visits so as not to interfere to
any material extent with their attendance at the meetings.
This was possible because most of those at the convention
went to St. Louis with the intention of remaining there
throughout Street Railway week. As each association con-
vened for only two to three days, this left the remaining time
for sight-seeing. Again, as President Ely suggestively re-
marked in his address to the Master Mechanics, the progres-
sive and elevating spirit which could not but be inculcated by
meeting in such surroundings, assisted in inspiring an interest
in the technical objects of the meeting.
We are commenting below on the several papers which were
presented at the meeting of the American Railway Mechanical
& Electrical Association, so that we need refer here only to the
discussions. Those on the technical subjects were to the
point and will, we believe, be read with interest by those who
were not present, when the official report of the proceedings
is published. The outline of the discussion, which we report
in this issue, shows that each paper was considered in detail,
and that the policy of the association in holding sessions both
morning and afternoon was fully justified by the importance
of the subjects considered. The action of the association in
admitting the way-men to membership was in our opinion a
most wise one, as well as was that of not changing the name
of the association until the question of amalgamation with the
parent association is more fully settled. This subject and its
relations to the Accountants' Association will be more fully
covered in our next issue.
The Mechanical and Electrical Association Papers
It was a noticeable feature of the papers presented before the
Mechanical and Electrical Association convention, that all were
very brief, as it was fitting they should be. They might rather,
in fact, be termed introductions to the general discussions of
subjects mentioned in their titles, which followed.
Mr. John Lindall, in taking up the subject, "Maintenance
and Inspection of Electrical Equipment," called attention to a
matter concerning which but little has been said heretofore,
and which may be profitably given careful consideration by
every railway company. The careful selection and disciplining
of employees in the operating department has been much dis-
cussed ; but in the mechanical departments, the human element
in shop operations is too frequently overlooked or considered
of secondary importance when really it is of first importance.
A skillful master mechanic eliminates as far as possible pro-
cesses requiring special skill in the workman, because such
processes are almost invariably expensive and, by reason of oc-
casional poor workmanship, uncertain. That process is best
which eliminates the factor of skilled work to as great an extent
as possible, but even after we have done this as much as we can,
a great deal still depends on the skill and knowledge of the
workman — this being especially true in the case of car inspec-
tors and repair men. A little carelessness or bad judgment on
the part of these men can do many dollars worth of damage.
It is a place where experience and judgment count for much.
At best it is not entirely clean and pleasant work, and it is use-
less to expect the right kind of men to stay in this work unless
the surroundings and conditions are made as comfortable as the
nature of the work permits. When this is done, and when a
system is put in use, as suggested by Mr. Lindall, which places
the responsibility for carelessness, and which shows the result
68o
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
of carefulness, there is some object for the right kind of men
to stay in this work. A friendly rivalry to produce the best
results is quite certain to follow any system where the results
of different men's works are compared, all of which goes to
maintain the highest efficiency.
"Wheel Matters," as taken up by Mr. J. Millar, reviews a
condition of affairs at Buffalo involving serious wheel troubles,
which has probably been experienced in milder form in many
another city where interurban equipments are brought in over
city tracks with special work not designed for the large flanges
u'sed on interurban cars. Mr. Millar comes out unreservedly
for rolled steel or steel-tired wheels for interurban cars. He
wisely considers that conditions demand a steel wheel for inter-
urban service on the grounds of safety alone, but aside from the
consideration of safety, the steel wheel seemed to give much bet-
ter results for money expended. Few companies have experienced
as much trouble as those in Buffalo, but trouble has been plenti-
ful enough, so that it is pleasing to know how well the steel
wheels are performing at Buffalo. As regards the difference in
wear on two wheels on the same axle, that is an old story in
railroading, and it seems to be inseparable from all railroad
operation. Steam railroads have been through the same ex-
periences, as it is the universal observation that, whatever the
' condition in operation, one wheel in time will be found with a
sharp flange, the other with extra wide or possibly double
flange. Many theories have been advanced at different times to
account for this, but the uneven wear goes on just the same. A
slight difference in wheel circumference is sufficient to account
for it, and is accepted bymostexperienced railroad men to be the
principal cause of sharp flanges, although there are other minor
causes. Certain it is that they will occur on trucks which are
as square as mechanical skill can make them, and when trucks
are not operated always in the same direction.
The "ideal shop" proposed by Mr. Wright follows the gen-
eral plan of steam railroad repair shops more fully than do the
majority of electric railway repair shops. There are a few im-
portant electric railway shops in the country very similar in
plans to that proposed by Mr. Wright. For a number of years
the transfer table in electric railway shops was generally
avoided, presumably because of unpleasant memories street rail-
way men had of transfer tables used in crowded city horse car
houses, and inherited by electric roads. As far as the repair
shops are concerned, there are not the objections to transfer
tables that there are in the case of car storage houses where a
large number of cars must be operated over a transfer table
every day. That the transfer table has an important place in
railway repair shops, the practice of steam railroads leaves no
room to doubt. Possibly one reason for the unpopularity of the
transfer table in recent years when large new repair shops have
been erected is the amount of space taken up by the transfer
table. Tf the tracks of the shop are arranged so as to take only
one car each, the room taken up by the transfer table is an im-
portant percentage of the total room. Most shops are built
where economy of space is not by any means of first considera-
tion, although this is probably more true in Western cities than
in Eastern cities. Unless ground is very valuable the amount
of room taken by the transfer table ought to be secondary to
facility of repairs. It might be argued that in the amount of
space required by a transfer table, curves and switches could be
put in which would permit cars to be run into any repair track
without the aid of a transfer table. If we suppose a transfer
table to be run alongside of one building only this is true, but
if it is to serve two adjoining buildings, as indicated in Mr.
Wright's plans, it is not true. Lack of motive power to move
disabled cars off a transfer table into a repair shop of this kind
has been criticised as a defect of this plan, but when one con-
siders the small per cent of cars that are actually disabled,. so
that they cannot move themselves, this seems rather unimport-
ant, because if such cars are numerous enough special precau-
tions in the way of motor-driven, cable-winding drums can be
easily installed to pull cars from the transfer table into the re-
pair shop.
Insurance and Car Storage
In these days when street railway companies are casting
about for ways in which to reduce the insurance on cars, it
may be worth while to cite the experience of a certain inter-
urban company which recently made the discovery that by a
simple change in the form of its policy it was able to carry
about $80,000 more insurance on its cars for the same amount
as previously paid in premiums. This company stores the
greater part of its equipment in open yards. The cars in car
houses are only those being cleaned, inspected or repaired. The
insurance rate on cars in car houses is much higher than for
cars in a yard. By dividing the insurance so as to make that on
cars in car houses cover only the number that can be placed
in the repair and inspection shops and making the remainder
on cars outside, the great saving mentioned was made. Since
it is not unlikely that other companies have overlooked this,
the incident is mentioned here. If a company stores all its
cars in car houses there is, of course, no chance to save in this
way. Whether electric railways will ever go entirely over to
the steam railroad practice of storing most of the equipment
in yards, rather than in houses, remains to be seen. Those
who point to steam railroad practice in passenger car storage
in yards would do well to remember that those same steam
railroads house their locomotives where they can receive proper
attention in bad weather. An open yard can never be a proper
place to inspect and make minor repairs on motors and motor
trucks in Northern climates. It may not be logical, however,
to store all of the motor cars in a house every night because
part of them must be inspected.
The Street Railway and the Landscape Gardener
To a practical street railway man immersed in the exacting
duties of keeping cars moving and carrying the public upon his
system with a maximum of profit and a minimum of expense,
there is something grotesque in the suggestion that it would be
a good thing now and then to get in touch with that eminently
aesthetic soul, the landscape gardener. At first blush it seems
little short of ridiculous to think of spending money for mere
appearance when there are so many calls for every cent of
spare cash in maintenance and betterments upon modern elec-
tric roads. Let some heavy spectacled exponent of idealism
approach a manager with this question about 9:30 o'clock on
some fine Saturday morning when the office force is running
at 50 per cent overload for the sake of the golf links and the
canoe at 1 p. m., and ten to one the answer will be: "My dear
sir, we are not running an art gallery on this road, because we
have troubles of our own. We appreciate your interest in our
welfare, but just at this time we aren't in shape to consider
the matter." And so the interview ends, and the idealist finds
himself in the elevator and at the street floor before he has
thought out the first three words of a reply.
Let us approach the manager at his club, however, on some
summer evening just after dinner when his family is at the
mountains, the Board of Aldermen scattered to the four winds,
and the ice chest handy on the far side of a push button. The
( )( TOBER T5, I904.]
STREET RAILWAY JOURNAL.
chances are that aesthetics can have a hearing, if the Mayor
doesn't turn up in quest of a friendly game of — Old Maid.
There would be little use in discussing the relation between
the street railway and the landscape gardener were it not for
the fact that a great deal of good work may be-done in improv-
ing the appearance of a company's property with very little
expense. The further one travels about the world the more one
comes to realize that good appearance is counting more in engi-
neering structures of all kinds to-day than ever before. Per-
haps the most striking feature of the illustrations of European
practice which appear in the technical press these days is the
attention paid to artistic designing. There is almost always
a certain gracefulness in outline and balance in proportions in
Continental structures that commands admiration, peculiar as
some of the methods and apparatus employed may be.
In the United States one need cite but a few instances to in-
dicate that the tendency to avoid ugliness in design is fast
taking root. Long study was given by the Boston Elevated
Railway Company, for example, to the securing of structural
steel designs for its overhead division that would be pleasing
to the eye, and it was only after protracted consideration that
the question was settled. Equal care was given to the design of
the elevated stations in Boston, appearance counting heavily in
the architectural award. In Minneapolis and St. Paul the new
sub-stations and offices in each city are models of architectural
beauty, as are the new bridges in some of the Twin City parks.
In Colorado Springs the new car house of the street railway
company instantly attracts the passerby's attention for neat-
ness in design, while in Denver the new tramway power house
probably excels in appearance any city building on the banks
of the Platte River. The same harmonious adaptation of means
to ends which makes for good appearance may be seen in the
General Electric Works at Schenectady and in the Westing-
house shops at East Pittsburg. Innumerable illustrations occur
in the steam railway field, from the beautiful stations of the
Boston & Albany division of the New York Central to the
superb stone bridges of the Pennsylvania and the splendidly
kept roadbed of the Lake Shore.
Not only in buildings, but in permanent way can the electric
road "straighten out the kinks" in the landscape which it so
easily may produce. Call in the landscape gardener and say to
him: "We have $50 or $100," whatever the case may be,
"which we wish to spend for advice as to the improvement ot
our lines. Suppose you spend a few days upon our system and
then make us a report embodying your suggestions as to how
the appearance of things can be bettered. Pay special atten-
tion to those changes which can be made at little expense." It
is safe to say that in a great many cases the result will surprise
even a progressive management.
A great mistake is made in assuming that structures must be
designed elaborately in order to produce work of artistic ap-
pearance. It is entirely unnecessary to paint clusters of roses
upon the wainscoating of power house engine rooms ; to em-
bellish the massive frames of engines and generators with fan-
ciful curves and gilt flourishes; to train ivy upon feeder poles
and to incorporate rural scenery into the panels of the cars.
In a nutshell, the whole question of harmonious appearance
consists in an intelligent adaptation of means to ends. The
sense of proportion is absolutely necessary. A simple bridge
may easily surpass one of complex design, and a few rough
seats scattered along a natural woodland path may readily offer
more attractions to the nature lover than the most painfully
artificial graveled walks amid a hodge-podge of flower beds.
Cleanliness and trimness are vitally important in making the
most of appearances. If a road can do nothing else it can at
least keep its rolling stock and stations clean, its insulated wires
properly strung and its roadbed free from debris.- Inconspic
uous waste barrels may be placed in its parks, and in number-
less little ways the cause of good looks may be conserved. If
a new trestle is built the piles can be driven straight; if a sub-
station is put up the joints in the brick work can at least be
made smooth and even.
The proportions of all engineering structures should be such
as to give them a substantial and permanent appearance. It
is hard to give this impression of solidity in some forms of
steel work, but even here the sharp eye detects poorly propor-
tioned designs, in the appearance of the completed structure —
at least within limits. Good looking designs are very closely
related to good mechanical workmanship. Here it is that the
growing use of reinforced concrete offers a broad field for the
performance of finely appearing work.
It may well be asked : "What is the use of paying any atten-
tion to aesthetics, after all?" There is no answer that can be
compressed into a single word, but in general, there is a de-
cided financial advantage as well as moral gain in good appear-
ances. A clean car attracts more passengers than a dirty one ;
a well built and thoroughly lighted plant stimulates the pride
of the employees to keep it in good condition ; a roadbed free
from rubbish makes unusual conditions all the more apparent
to the track inspectors ; a substantial bridge gives the idea to
the public that the company is a permanent fixture in the com-
munity, and a well kept overhead system follows a workman-
like installation. The English road which accepted the com-
petitive design of a local art school in building its trolley and
feeder poles was on the right track. Not only is the eye satis-
fied with correct designs ; the depreciation charges are pretty
sure to be less. These are some of the reasons why it is worth
while for a railway to come in touch with a landscape gardener
through the entering wedge of the modern park system.
Power Plant Economies
In view of the great attention which is now being paid to the
selection of prime movers, it is worth while to consider whether
there are not other departments of the power station where
important economies can also be effected Figures on turbine
efficiency are being eagerly sought by engineers, but it should
be remembered that as yet the turbine has not been applied, to
any extent, to the operation of direct-current machinery. And
as a large majority of the street railway power stations of the
present time, and for some time to come, will be made up ex-
clusively, or even in large part, of direct-current generators,
the possibilities for improvement in the reciprocating engine
and of the other features in the chain of power generation must
not be overlooked.
Certain tendencies in recent power-plant design make it
evident that important fields of this kind have hitherto been
often neglected. Great possibilities of economy lie in the ap-
plication of more care in installation and operation of such
auxiliaries as the feed-water heater, the damper regulator and
other automatic means of taking care of the steam generating
equipment in the absence of, or during careless operation, by
the attendants. In this connection it is safe to say that the
feed-water heater, particularly of the open type, has not re-
ceived even a fraction of the study that it deserves. There is
almost, if not equally, as fruitful a field for securing high
economies in other parts of the boiler-room apparatus and in
the steam auxiliaries, and their effect on the total economy of
the plant should not be forgotten.
682
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
THE MANDALAY ELECTRIC TRAMWAYS
A few weeks ago a short announcement was published re-
lating to the opening of an electric tramway system in Man-
dalay by the Lieutenant-Governor of Burma, Sir Hugh Barnes,
K.C.S.I., K.C.V.O. Now that the system has been in suc-
cessful operation for the last two months, and in view of the
fact that Mandalay is the first city in Burma to adopt the very
latest mode of transit in the shape of electric cars in place of
horse traction, a detailed description of the enterprise will no
doubt be of interest.
The Mandalay Electric Company was floated in London in
October, 1902, with a capital of £200,000. Work was com-
menced in December of the same year, and the first electric
car was operated on June 17, 1904. The center of the tramway
tion of shorter lengths to allow for piecing in and closures. The
rails are double spiked to hardwood sleepers, which are laid
at 2-ft. 9-in. centers, the whole being laid on a ballasted bed,
the road surface being made up with macadam in the ordinary
way. The joints are of the plain type, and are secured with
six-holed fish-plates, and are double-bonded with two 4/0 B. &
S. Neptune pin bonds, the usual cross and intertrack bonds
being provided.
The overhead equipment is on the span-wire system, a double
line of trolley wire being used throughout. The standards are
made up of solid drawn, weldless steel tubes, and have an over-
all length of 28 ft. They are set 6 ft. deep below the upper
surface of the rails, the excavation being entirely filled with
concrete. The trolley wires consist of hard-drawn copper .364
in. diameter, with a breaking strain of 23 tons per square inch.
A VIEW OF MANDALAY LOOKING WEST FROM THE POWER HOUSE CHIMNEY
system has been wisely placed at the new Zegyo Bazaar, on
which the municipality is spending a large sum of money, and
which promises to be, when finished, the largest bazaar of its
kind in the East, and a position that will become a center of
attraction to the Burmese from all parts of the city. From the
Zegyo Bazaar the tramway radiates in three branches. One
leads to the shore, where the Irawaddy Flotilla Company's
steamers embark their passengers, and so will cater for the
traveling public. The second runs to the Arakan Pagoda, and
will serve the suburbs which cluster around that famous shrine.
The third leads to the Court House, where the daily legal busi-
ness of the city and district is transacted.
The tramways have a route of 7 miles, double track through-
out, and equal, exclusive of cross-over roads, approximately
14 miles of single track. The rails are in accordance with
standard tramway practice, 6 ins. deep, with a i^-in. groove,
laid to a gage of 3 ft. 6 ins., in 45-ft. lengths, with a propor-
Section insulators are provided, so that each half mile of trol-
ley can be controlled separately if required. Lightning arrest-
ers of the Garton-Daniels type have been provided at every half
mile of route. The feeder system, which is a somewhat elab-
orate one for an Eastern tramway, consists of solid soft-drawn
copper wire, carried on special high resistance toggle-clamp
insulators, which are in turn bolted to substantial malleable
iron brackets attached to the poles. At several points along
the route of the tramways these feeders are tapped by insu-
lated cables which are connected to the main feeder switches
in switch pillars fixed on the sidewalk in a manner similar to
underground feeders.
The rolling stock consists of twenty-four electric motor cars
of the single-deck, open, cross-bench type. They have all the
latest improvements, and were built for Dick, Kerr & Com-
pany, Limited, by the Electric Railway & Tramway Carriage
Works, Limited, Preston. Special care has been taken in de-
October 15, 1904.]
STREET RAILWAY JOURNAL.
683
signing the cars to insure the interchangeability of all the im-
portant parts entering into the construction of the rolling
stock. The car bodies are 35 ft. 4^2 ins. in length and about
6 ft. wide, and are designed to provide seating accommodation
for forty-eight passengers. The floor frames are built of well
seasoned teak, in combination with steel sections of such mem-
bers and sizes as to insure maximum strength and minimum
weight. Openings are arranged in the frame over the motors
to afford convenient access to the armature brushes and to all
bearings requiring frequent inspection and oiling. The plat-
form floor frames are formed of teak timbers, extending under
the main floor frame as far as possible without interfering with
the clearance of the trucks, and project out from each end sill
3 ft. to provide room for the brake shaft and controllers. Teak
end bars are secured to the outside ends of these timbers,
forming sills to which the platform dashes and the entrance
steps are secured. The main floor is laid with %-in. matched
teak boards and secured at all bearings with barbed-wire nails.
To prevent the car from sagging, a substantial truss is pro-
vided, supported in the center by two wrought-iron standards.
3-ft. x 5-in. steel angles, and are secured to the ends of the
platform to protect them from injury in case of accidents.
These are slotted and pins provided to enable hauling of cars
PYAGYI TERMTNl'S OF THE MANDALAY TRAMWAYS
OPENING CEREMONY ON JULY 2, 1904, OF THE MANDALAY TRAMWAYS, WITH LIEUTENANT GOVERNOR EN ROUTE
ARRIVAL OF THE LIEUTENANT GOVERNOR AT THE OPENING OF THE MANDALAY TRAMWAYS, JULY 2, 1904
The roof frames are composed entirely of teak, the covering be-
ing of cotton duck, laid wet in a coat of white lead paint. Storm
curtains are provided for each side entrance of the cars, sliding
in grooves between the post. The dashes are made up of No.
16 B. W. G. steel plates, furnished with substantial iron rails
and wrought-iron post. The collision buffers are made up of
in case of emergency. Each car is provided with two circuits
of ioo-volt incandescent lamps, with change-over switches for
putting one of the other headlights in circuit.
The trucks upon which the cars are mounted are of the
Brush Company's single type. They are suitably built to sup-
port the car bodies and to receive the motors and gearing.
684
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
The cars are fitted with a complete set of electrical equipments,
each set consisting of two of the Dick, Kerr standard 25-B
traction motors, capable of delivering approximately 28 hp, the
temperature of the various parts not exceeding
75 degs. C. after running at full load for one
hour. The controllers supplied with the elec-
trical equipments are of the same firm's stand-
ard D. B. I, form "C" type, especially arranged
with resistances for emergency braking, oper-
ated by the driving handle, which may be
utilized either when the car is proceeding for-
ward or backward.
The power house has been erected on the
company's site in Seventy-Eighth Street, to-
gether with the necessary offices, car shed and
repair shops. The steam plant consists of three
Babcock & Wilcox water-time boilers, with a
working pressure of 160 lbs. per square inch.
Each boiler is provided with a steam super-
heater fitted with all the usual accessories ; a
water storage tank with a capacity of 20,000
gallons of water; a fuel economizer, and two
double-acting single-cylinder feed pumps, each
supported independently on an iron frame. The board con-
sists of three generator panels, four feeder panels, one station
lighting and one Board of Trade panel.
A CURVE AT SOUTH MOAT ROAD AND SEVENTY-EIGHTH STREET, MANDALAY
THE PAYAGYR BRIDGE BUILT OF TEAK BY KING MINDOON
Each generator panel is provided with two single-pole
switches ; one equalizing switch to connect the shunt of the
compound-wound dynamo on to the equalizing omnibus bar ;
one shunt-field rheostat to enable the E. M. F. of the generator
to be raised and lowered 50 volts ; one field switch, with re-
sistance and pilot lamp ; one main ammeter, and an automatic
circuit breaker with magnetic blow-out.
Each feeder panel is provided with one main single-pole
switch ; one automatic circuit breaker, and one ammeter.
The testing panel has mounted on it all the necessary in-
struments and switches for recording or measuring the leakage
taking place. It also has a voltmeter for recording the differ-
ence in potential between the terminus ends of the rails and the
negative bus-bar. The station circuit panel is mounted with
all the necessary switches and fuses, together with ammeters
required for the station lighting and motor circuits.
A Higginbottom & Mannock 10-ton engine-room traveling
crane, having a span of 38^4 ft. with a lift of 20 ft., has been
capable of delivering 2000 gallons of water per
hour. The engines, of which there are three
in number, are of the "Belliss" compound two-
crank type, mounted on bed plates extended to
take the direct-coupled generators; each en-
gine is fitted with a heavy fly-wheel and steam
separator, and is capable of giving a normal
output of 300 bhp when running at 400 r. p. m.,
non-condensing, with steam at a pressure of
155 lbs. per square inch at the stop valve.
The electrical plant consists of three direct-
current 500-550-volt compound-wound genera-
tors, coupled direct to the engines, the output
of each generator being 200 kw when running
at 400 r. p. m., and they are designed for an
overload capacity of 20 per cent for two and
one-half hours, with a moderate rise of tem-
perature. The generators are in every respect
in accordance with the contractor's standard
practice, the magnet frames being of cast iron
and' the pole pieces of laminated steel and cast
into the magnet frame. The commutation is -sparkless at all
loads and the field windings are so arranged to give a 10 per
cent rise in the E. M. F. from no load to full load.
The switchboard was erected by the generator builders, and
consists of nine black enameled slate panels \l/2 ins. thick, each
THE MANDALAY TRAMWAYS CAR SHED AND POWER HOUSE
erected in the power house. The lifting longitudinal and
traverse is worked by chains from the engine room floor.
The contractors for the whole of the work and plant were
Dick, Kerr & Company, Limited, represented in Mandalay by
D. Williamson. The sub-contractors were Nahapiet & Martin,
October 15, 1904.]
STREET RAILWAY JOURNAL.
685
of Rangoon. The consulting engineers for the work were
Kincaid, Waller, Manville & Dawson, of Westminster, who
prepared the detailed plans and specifications, and were repre-
occasioned by trainmen stopping their cars at different points
along the line to run to a neighboring restaurant for a cup of
coffee and a sandwich. As the privilege of getting a lunch
could not well be denied the trainmen, it was decided by the
management to furnish a free lunch at the end of the route,
where the lay-over time could be utilized without interfering
with the service.
The car shown in the illustration was fitted up for this pur-
pose and put in charge of J. B. Price, purchasing agent of the
St. Louis Transit Company. It is supplied with coffee urns,
hot-water heaters and ice boxes, and is fitted with the neces-
MANDALAY POWER HOUSE AND CHIMNEY
sented in Mandalay by E. Sellon. The local work was carried
out under the able superintendence of Mr. Griffin and A. C.
Morgan.
THE ST. LOUIS TRANSIT COMPANY'S LUNCH CAR
The accompanying reproductions from photographs show
the lunch car recently put in service by Capt. Robert McCulloch,
general manager of the St. Louis Transit Company, and of which
^■-•T AN EXTERIOR VIEW OF THE LUNCH CAR
mention was made in a recent issue of this periodical. The
greater part of the World's Fair traffic falls on the Olive Street
and Delmar Avenue lines, these being the most direct routes
from the city to the main entrance of the Fair. Every ex-
pedient possible has been taken by the management to keep
these lines clear. It was found that more or less delay was
GENERAL ARRANGEMENT OF THE INTERIOR OF THE
ST. LOUIS TRANSIT COMPANY'S LUNCH CAR
sary shelves, lockers and other facilities for serving coffee and
sandwiches. For the coffee a mixture of half cream and half
milk is provided. Several varieties of sandwiches, including
corned beef, ham, cheese and frankfurters, are furnished. 'Mr.
Price's instructions were that the best quality of food obtain-
able was to be provided. Everything is fresh, and the popu-
larity of the lunch car is no doubt largely due to the superiority
of the quality of the food furnished over that commonly served
in restaurants, as well as to the fact that it is free to the men.
Each afternoon the sandwiches are prepared
while the car is at the Park and Vandeventer
shops. Coffee is not made until the last mo-
ment before serving. On ordinary days the
car is run to the Olive Street loop in time to
serve food at about 8:15 o'clock, just after the
theater traffic is over and before the big rush
from the Fair has begun. The car is placed in
a gateway, extending half in and half out of
the fence surrounding the Olive Street ter-
minal. Men from the Olive Street line arc
served within the enclosure, while the Delmar
Avenue men remain on the outside. The por-
tion given to each man is not limited, he being
provided with as many sandwiches and cups of
coffee as he desires. Approximately 250 men
are served each night. About 600 sandwiches
and from 35 to 40 gallons of coffee are re-
quired. On special days, however, the con-
sumption is much greater. On St. Louis Day,
lunch was served at noon, at 5 130 in the evening and at mid-
night, requiring 4000 sandwiches and 200 gallons of coffee.
The view of the exterior of the car shows it just within the
enclosure at the Olive Street terminal. The lunches are served
through the side windows, the side of the car being provided
with a shelf for this purpose.
686
STREET RAILWAY JOURNAL.
LVol. XXIV. No. 16.
CORRESPONDENCE
INSULATION OF A THIRD RAIL
New York, Oct. 6, 1904.
Editors Street Railway Journal:
In the current issue of the Journal an editorial on the
"Status of the Third-Rail System," needs a little correction.
In the absence of any comments from those connected with the
Consolidated Railroad, it might not be amiss to attempt an ex-
planation of the abandonment of a part of the third-rail system
between Braintree and Nantasket Junction.
In the first place the heavy trolley line from Nantasket Junc-
tion to Pemberton was built when Nantasket Beach was one
of the most popular summer resorts of Boston. The extension
of this system toward Boston by a third rail was built to see if
the latter were practicable. The whole system accommodated a
purely summer travel and was shut down nearly every winter.
The steam trains which necessarily passed over the third-rail
section were bound from Boston to other distant points having
no connection with the Beach line.
A few years ago the city of Boston acquired Nantasket
Beach and turned it into a park, removing all hotels and places
of amusement. That reduced the summer travel to a little more
than that given by the summer residents or cottagers. It then
became evident to observers that sooner or later the whole or
part of the electric system would either by abandoned or ex-
tended into the city of Boston. That the former has been done
has probably nothing to do with the technical success or failure
of the third rail, but for financial reasons, influenced by the
yearly traffic.
Certain reasons, unnecessary to mention here, decided that •
the third rail should be placed low down in the center of the
track. While admittedly this position is inconvenient and has
less advantages than an outside conductor, it has had no effect
upon the success of the system. Evidence of this is shown in
the installation of 24 miles of exactly similar construction in
Connecticut, and the announcement of the abandonment of this
system will be many years hence if the traffic it has enjoyed
since completion keeps up.
The insulators, if such they may be called, have shown up
remarkably well, in spite of the fact that they were creosoted
wooden blocks, costing only from 15 to 40 cents each, depend-
ing upon who made them. The rail was an inverted "V," with
a flat top 2y2 ins. wide. The rail acting as a roof, kept the
contact between the block and rail practically dry.
The leakage rarely exceeded \l/2 amps, per mile, and the
average was about 1 amp. per mile. In one case 300 ft. of track
was submerged in fresh water and the added load was hardly
noticed at the power station. In another case over x/2 mile was
under water, but the service was not interrupted, and the load
at the station showed an increase of only about 400 amps., or
that of one additional train.
On 3 miles of road from Nantasket Junction to Cohasset, an
ordinary 60-lb. T-rail was laid in the center of the track, with
2-in. strips of creosoted wood between it and the ties, and
spaced 10 ft. apart. No excessive leakage was noticeable even
in wet weather.
The subject of third-rail insulators is an interesting one, and
whether the expense to which some have gone in the matter is
justified is a question. Edwakd C. Boynton.
The Toledo, Bowling Green & Southern Traction Company
will purchase two fine passenger coaches which will be used for
limited service between Toledo and Findlay. As soon as the
new entrance to Toledo is completed they will give a limited
schedule of two hours to Findlay. At present the schedule is
three hours and ten minutes.
STEEL- TIRED WHEELS AND ELECTRIC RAILROADS
BY KNOX TAYLOR
It is interesting to note how history has a way of repeating
itself in the experience of electric roads when compared with
that of the steam roads that preceded them ; a history, however,
that in this case is much abbreviated in the matter of time, for
the development that has extended over three-quarters of a
century in the steam service, has been compressed into less than
a score of years in the electric service. It is natural to expect
that the introduction and adoption of new devices should be
much more rapid in the newer than in the older system. At-
tention has already been called to the fears that were expressed
as to the probable value of steel-tired wheels on electric cars,
and the cast-iron article seemed to be the best solution of the
problem.
But the electric car differs from the ordinary car in that it
is a locomotive as well as a car, and anything that can add to
the length of time between stoppings, demands prompt adop-
tion, almost regardless of the initial cost. In fact, in the case
of such an article as a wheel, it would be well worth quite an
excess in cost if the car can be kept in service longer periods
without necessitating wheel removals. It is difficult to make a
true estimate of the value of a steel-tired wheel when consid-
ered from the viewpoint of its influence on the other expenses
of maintenance.
It is commonly accepted as good business policy to shorten
the length of time that cars and locomotives are held in the
shop, because of their earning capacity while on the road. For
this reason the time allowed for painting, for example, has
been shortened by one-hair. On the same principle, a wheel
that will save a week's time that would otherwise be spent in
the shop, will pay for itself many times over in the increased
earnings of the car. That the steel-tired wheel will accom-
plish such results as this there seems to be no room for doubt ;
so that, from this broader point of view, there seems to be no
argument against its adoption.
Still, the equipment of a large road with steel-tired wheels
does involve a comparatively heavy outlay, and the matter
should not be undertaken without careful consideration, and
for this reason the lower priced steel-tired wheels of the fused
type, such as made by the Taylor Iron & Steel Company, offer
the greater inducement to managers.
At the present time there is a growing sentiment in favor of
this type of wheel, and a number of roads that have put them
in service have started to keep accurate and reliable records of
all costs in any way related to wheels, so that in eighteen
months or two years there will be data available that will en-
able the most doubting official to arrive at a decision that will
stand the closest investigation. The records that are available
now go to show that those to come will substantiate the good
opinions that have been expressed regarding the value of the
steel-tired wheel. It appears that, in what little work has been
done on urban roads, the steel-tired wheel promises to be only
about 65 per cent as expensive as the chilled wheel at the end
of its life, though it will cost much more for the initial outlay.
As to exactly what the increased time service will be, due to
the less frequent shopping of the car having steel-tired wheels,
is not yet definitely known, but it is a very conservative esti-
mate to place it at ten days, and it is respectfully left, to the
management to decide as to the money value of ten days' service
of a car that would otherwise be idle.
Of course, the steel-tired wheel has established itself for in-
terurban work where heavy cars are to be run at high speeds,
and nothing else is receiving much, if any, consideration, and
the present outlook is that it will expand and increase until it
is the accepted standard of the best practice on all classes of
electric roads.
October 15, 1904.]
STREET RAILWAY JOURNAL.
687
A NEW TYPE OF INTERURBAN CAR
Four handsome interurban cars have lately been delivered
by the American Car Company, of St. Louis, to the Petaluma
& Santa Rosa Railway Company, of California. As will be
seen by the illustrations, the type is a departure from cars
as heretofore built for interurban service, the compartment
being divided by a vestibule having an entrance at either side.
The general design of these cars was suggested by the presi-
dent of the railway, George A. Batchelder, and the arrange-
ment is not only interesting as a nov-
elty, but also from a practical stand-
point, as space is saved and there is
no interference with the radiation of
the large trucks. The Brill semi-con-
vertible window system is used for
the passenger compartment, making
the car open and attractive for sum-
mer service. This compartment seats
forty passengers, and the baggage
compartment is handsomely finished
in mahogany, which constitutes the
woodwork also of the passenger com-
partment, and folding seats are pro-
vided for the use of smokers.
The interior illustration shows a
unique arrangement of partitioning
the motorman's cab ; this partition consists of
plate set in ornamental brass and is intended
passengers an unobstructed view forward and
the appearance. Mr. Batchelder wished the cars to be unusu-
ally handsome, believing that such cars would encourage traffic
where those of ordinary appearance would fail.
At the end of the passenger compartment next the vestibule,
a water-cooler of special design is placed in such a way as not
to interfere with the standing or seated passengers. The ar-
rangement was the idea of the builder. The cooler is held
The cars are 46 ft. 1 in. long over the vestibule sheathing,
and 47 ft. 9 in. over the bumpers ; the width over the sills, in-
cluding the sheathing is 8 ft. 8 in; centers of posts, 2 ft. 8 in.;
the side sills are 5 in. x 7% ins. and 2 in. x 6 in., with 12 x |^
in. sill plates for the full length of the car. The center sills
are composed of 7-in. "I" beams, with yellow pine fillers; the
corner posts are 3^4 ins. thick, and side posts 3*4 ins. The
seats are 36 ins. long; width of aisle, 23 ins. The steps are
t6% ins. high and have 14 in. risers. The cars are mounted
on high-speed trucks of the Brill 27 E-2 type, having 6 ft.
INTERURBAN CAR BUILT FOR THE PETALUMA & SANTA ROSA RAILWAY COMPANY
heavy glass
to give the
to beautify
wheel base and 33 in. wheels, and equipped with four motors
of 40 hp capacity each.
IMPROVED SANDING MACHINE
The accompanying cut represents a sanding machine espe-
cially designed for car shops, made by the J. A. Fay & Egan
Company, of Cincinnati, Ohio.
The machine is invaluable where a perfectly smooth surface
is desired either for varnishing or painting. It is massive and
substantial, and saves the work of several machines for doing
this character of work. The three steel polishing cylinders
upon which the paper is placed have a vibratory motion to pre-
vent the formation of lines, and are equipped with a device for
quickly applying the sandpaper and giving it the proper ten-
it
Mi
INTERIOR OF THE PETALUMA CAR
TRIPLE-DRUM, EIGHT-ROLL, POWER- FEED SANDEK
between four bars suspended from the ventilator rail and is
supported by a drain pipe. It is readily removed for cleaning
and filling. The arrangement is so convenient that it will
probably be considerably used in future. The motorman's cab,
in the baggage compartment, is placed on the left side and en-
tirely enclosed. When the sliding doors of this compartment
are open, net guards may be used to cover the openings, and
these guards protect the woodwork when drawn back. This
arrangement was the builders' idea and used for the first time
in these cars.
sion. Each cylinder carries a different grade of paper, the
third cylinder giving the finest and smoothest finish.
The feed is very powerful, and consists of eight feed rolls,
four above and four below, driven by a train of heavy expan-
sion gearing, and will open to receive material 8 ins. thick.
The machine is made to work material from 30 ins. to 80 ins.
wide, and has a brush attachment which cleans the stock after
it has passed through the machine. The pressure rolls are so
arranged that the adjustments can be made easilv and accu-
rately and the feed started and stopped instantly.
PROCEEDINGS OF THE ST. LOUIS CONVENTIONS
THE AMERICAN RAILWAY MECHANICAL AND ELECTRICAL
ASSOCIATION
The second annual convention of the American Railway
Mechanical and Electrical Association was called to order by
President E. W. Olds, Monday morning, Oct. 10, 1904, in the
Transportation Building at the Louisiana Purchase Exposi-
tion, St. Louis. President Ely, of the American Street Rail-
way Association, and President Smith, of the Street Railway
Accountants' Association, were invited to take seats on the
platform. President Olds then introduced John I. Beggs,
president and general manager of the Milwaukee Electric
Railway & Light Company, referring to him as a practical
man who had started low in the ranks.
Mr. Beggs then said:
Your president has referred to me in very flattering terms. I
may say the most flattering terms that could be applied to me. He
has, however, fallen into an error in one of the statements made,
and that was that I would make an address. That you will not be
tortured with, gentlemen, because I have never prepared an address
in my life— I have never had time. I propose to say a few prac-
tical words from a practical man to practical men, and as one me-
chanic to another. I was fortunate enough in my boyhood to have
been required by stern necessity to serve an indentured apprentice-
ship of four years ; during the early years of the Rebellion, when
I indentured myself for the first year at $2.50 a week, and the second
year at $3.50 a week, never dreaming when going through those
years of toil that I should be more than a mechanic. I look back
at it with pride as the years go on, and I am one of those who have
much more to look back upon than I have to look forward to, unlike
many of you here to-day, because, this is a field requiring young
men. It is a great field for young men to-day and with that degree
of fidelity which the younger men are coming into, our various
companies recognize the responsibilities that devolve upon them
and must continue to devolve upon them, will depend much upon the
future prosperity of the great industry of which we are a part, in
which we are all engaged, and in which I have been absorbed
for twenty years. I am becoming one of the "Old Guard," as it
were, and soon, I presume, will be entitled to be retired and put
on the honorary list.
Your president is one of the assistant managers of the corporation
whose capital I am charged with safeguarding and promoting.
Each one of you here who occupies' the position of master me-
chanic on any one of the various roads, be it ever so small, be it
ever so large, is practically an assistant manager of that prop-
erty, and as- such I believe you should be treated by the executive
officers of these various companies, because much of the success of
these properties — which are destined to be much greater than
many of you to-day have any conception of — much of their pros-
perity, much of their advancement, is in your hands ; and according
to the degree of fidelity which you recognize and assume these re-
sponsibilities, will these properties go ahead.
I well recall the day in the early days of this business along in
1886, I was one of the original stockholders in the Sprague Electric
Railway Company. I have followed down the lines ever
since, as one of the men not only in the front, but as one of those
in the pits, and in every branch of the work. Consequently I try
to look at things connected with a railway company from the broad
point of view and not merely from the point of view of the mana-
ger; trying to keep all the ends together, co-ordinating them all into
one homogeneous organization, everyone pulling together, no one
pulling aoart. That is one of the great things, gentlemen, that it
is necessary for you to do.
I propose to refer, before closing these remarks, to the neces-
sity of the various branches of this industry being more closely
meshed together like a well-geared machine. You cannot stand
apart, gentlemen ; you must work together with every department
of the companies, or we will not have that success which is neces-
sary and which we are entitled to bring about. The time will come,
gentlemen, when there will be some crowding out ; when it is
going to be a question of the survival of the fittest in the railroad
industry of this country, and I speak with respect to what has up to
the present time been considered the only railroading of the coun-
try, namely, our steam railroad interests. But the time is fast
approaching, gentlemen, when there will be a combining of the two,
and it is going to be a question in many directions which will be-
come the more important, the electric railroad or the steam rail-
road. Those of you who are keeping abreast of the times can see
the movement being made in certain directions — it is being made
particularly in the State of New York, where the great New York
Central & Hudson River Railroad Company is beginning to absorb
and bring around itself certain of the profitable lines operated
near its steam railroad system, and the same thing is going on in
other parts of the country. It devolves upon you, gentlemen,
whether, when these properties come together, the dominant ele-
ment in the mechanical departments shall come from the electrical
branch of the business or from the steam branch of the business.
I have read with a great deal of interest the paper prepared by
Mr. I.indall, of the Boston Elevated Railway, to be read at this con-
vention, and I ask for it an earnest perusal and study by every mem-
ber of this association, and by every man interested in the welfare
and the profitableness of electric railroading in general. There is
a great deal of meat in that paper, and I think it should be published
in large numbers and put in the hands of every foreman, of every
division foreman, of evei-y division superintendent, and in the hands
oi the inspectors and supervisors, or whatever title they may be
known by, of every electric railway in this country, because the
P?per goes to the very essence of much that pertains to the me-
chanical branch of the business.
Gentlemen, your particular position .has much to do with the
broader administration of the affairs of a company, concerning
points that are not touched upon in Mr. Lindall's paper; points
which he does not bring out. While he shows the necessity of
systematic, frequent and intelligent inspection of your apparatus,
I desire to add another reason for that inspection, which comes
up every day in the year and sometimes many times in the day,
either to the manager or to the man having in charge the settle-
ment of suits for injuries to persons and damages to property.
These cases come up very frequently, and I very frequently call up-
on our superintendent of rolling stock to know just what he or those
under him could testify to, regarding a certain car, upon which a
certain class of accident has occured,and my instructions to the law-
yers or the claim department taking care of that business depend
many times upon what he or the men under him state. In many
instances, in connection with a certain class of cases, if you can
prove that a car is carefully inspected before it left the shop or car
house in the morning, and that it was in proper condition when it
started out, it will absolve you from liability. If you are not able
to prove that careful, intelligent inspection on behalf of the me-
chanical branch of the company, many times it is better to settle
the case on the best terms possible. It is vital, gentlemen,
to know whether your brake rigging was in proper condition, to
know whether your controller fingers had been properly inspected
and were in proper condition, and so on in regard to other features
of the equipment. The laws governing these matters are such that
if you can prove that all the care that was possible had been taken,
before you put out the equipment, the law will absolve you;
whereas, if you are not able to prove that, then there comes against
you the charge of a lack of that proper care which is necessary.
You then become liable because of the charge of negligence,
which you may not be able to disprove ; and we know, as a matter
of fact, that the attorneys who take up these cases against our
roads are very resourceful, very fruitful of statements, and they
are willing and ready at times to prove almost anything. That
is the great reason why you who are charged with the daily in-
spection, and with the general condition of the equipment under
your charge, are one of the most important factors in our organ-
ization ; and I cannot too strongly impress upon you the care and
labor that is necessary in these matters. Your work is not easy;
it is labor, continuous, never any rest. There never can be rest
in the electric railway business. When other people are having
their time of recreation, that is our time of stress ; Sundays and
holidays are our busy days, and the time between them requires
your entire force on frequent occasions to be worked over-time
to take care of the undue strain to which your equipment is put.
The degree of intelligence and careful attention which the heads
of departments of this very important branch of the business give
to the careful inspection and repair of the equipment will have
more than anything else to do with the success of the companies.
Every other employee down the line, almost, is dependent upon
the care which you give to your branch of the business. The
superintendent of transportation is absolutely dependent upon you,
and unless you give him the equipment in proper condition, no
matter how well disciplined his force may be, he cannot give the
results or keep up the schedules as he should. At the end of the
month, when the financial affairs of the company are gone over,
October 15, 1904.]
STREET RAILWAY JOURNAL.
689
it will be very gratifying to the officials of the company to find
that the expenses have been kept down as they should be, by a
proper inspection and repair of the equipment, as true economy al-
ways lies in keeping the equipment in first-class condition.
Another point touched upon in Mr. Lindall's paper (and you will
excuse me, gentlemen, for referring to it so often, but I would
be willing to substitute it for my address, as he has gone into this
matter quite fully), is that many of your organizations to-day are
weak, and becoming weaker, because you are not training the force
to follow you and keep pace with the increase in this great busi-
ness. You are not training the young men who are coming up as
your understudies, as you should. Every foreman ought to have
in him the elements of becoming the head of the mechanical de-
partment. They require a high degree of intelligence. The master
mechanic of an electric railway company is very different from
the master mechanic of a steam railroad company, who simply
must look after the trucks, etc., of a steam road. You have the
most sensitive type of apparatus to deal with, and there are some
features concerning it that the best experts hardly know how to
cope with. We have been for the last two or three years in seri-
ous trouble in every large city in the country with controller diffi-
culties. The best skill in the business, and the best technical
knowledge has been applied to try to correct the trouble. By de-
grees we are eliminating all the troubles incident to the business,
and we have been going ahead. It is interesting to me to con-
sider the different subjects that occupy our attention to-day and
those that received our attention seven or eight years ago. I
remember about eight years ago I stood almost alone, and received
some ridicule because I at that time made the prediction that the
double-truck car would displace all the single-truck cars in this
country inside of ten years. I believe I have lived to see "the pre-
diction almost verified. However, you have not kept pace with the
great increase of power that we are putting under these cars. In
our system to-day, we are running double-truck cars weighing
empty about twenty tons. We are putting under these cars four
motors with a nominal rating of 40-hp each, for city service ; these
motors upon a curve, in a state of inertia, exerting three times
their normal power. We have expanded the capacity of the motor
beyond the other co-ordinate elements necessary to operate with
them. We are attempting to run with the same trolley wheel.
We have not kept pace in this expansion with the controller at
all. We are attempting to control this great impulse of current
with inadequate apparatus. I go into a power plant to-day and
look at it with perfect amazement. My first power plant was built
about twenty-one years ago — it is still running and I sometimes go
to look at it. It is a good example of engineering of that day, but
it has become one of the antiquities. We then built a power plant
switchboard with a few bars of bare copper and few plug switches,
and without any methods of measuring our current we were ready
at that time to light the world, as we thought. The switchboard
was considered a very insignificant part of the plant, and it was
not taken account of in the capitalization. To-day, go into a mod-
ern power plant, and the most important part in the plant is the
switchboard, which serves almost the same purpose as does the
controller, the circuit breaker or the fuse box on your car. But
these latter have not kept pace with the switchboard, gentlemen,
and this apparatus will not be provided until you men in the pit
compel the manufacturers to make them, and they will do it under
compulsion, gentlemen. That is my experience.
Gentlemen, I wish to touch upon another matter. My friend
Mr. Ely and I have been discussing it somewhat this morning.
I have been discussing it for a year or two. I feel a certain sense
of responsibility for this organization. I believe I was among the
early managers who felt it was essential to have the practical me-
chanical heads of departments get together that they might relate
experiences, exchange ideas, and each stimulate the other to bet-
ter results. Consequently, I feel deeply interested in the sucess of
your organization. A year or two ago, I think fully two years
ago, I suggested that it was quite as important that the superin-
tendents of construction and maintenance of way should likewise
be brought together to discuss the best methods of track and over-
head line construction, and a move was made in that direction
after the last convention in Saratoga. It was then I began with
some others vitally interested in the success of these properties to
feel that in creating so many organizations we might lose, to a
certain extent their effectiveness, and would get away from what
we were hoping to accomplish. It is well enough for the managers
of some of these larger properties to feel that their mechanical
heads, the superintendent of construction and maintenance of
way, the electricians and the auditors, should become members
of separate organizations ; but we must not lose sight, gentlemen,
of the fact that where there is one of these large corporations with
this comprehensive organization holding up the hands of the man-
agement there are scores of small roads — the responsibility of the
management of which is just as great in proportion — where the
executive head of the company must be the master mechanic and
the superintendent .of construction and maintenance of way, and
may have under him a $50 or $60 a month clerk. He is the only
man in actual authority and, to a certain extent, it is impossible
for that man to divide himself between the various organiza-
tions. Furthermore, I feel that if I had to neglect the meetings
of the American Street Railway Association, which is to convene
in this hall on Wednesday of this week — in view of the way it is
running to-day — or to neglect the sessions of your association, I
would feel under present conditions it was more important for me
to attend the meetings you are holding here to-day and to-mor-
row— because these meetings are of more vital interest to me.
You are the men who are spending the money, and without a cer-
tain degree of economy which you practice we would not be able
to make a satisfactory showing to the investment holders of the
company.
That brings me to another thought — you have on your pro-
gramme certain proposed amendments to your constitution, in-
tended to bring in the superintendents of construction and main-
tenance of way. That is good as far as it goes, but I think you
require in your case, just as the executive heads of this great in-
dustry require in their case, that we should get together, and that
our meetings should be one homogeneous mass, with a certain time
of the association set aside (let it be the first two days of the
session, or alternate days of the session), whereby we will say the
American Street Railway Association may discuss and consider
matters of more general importance, and questions of larger pol-
icy. Then, when the mechanical division, as I will call it, of the
American Street Railway Association assembles, it may meet as
an aggregation of companies, in which would be represented the
executive heads, as well as the other heads of departments of
these various companies. On another day the superintendents of
construction and maintenance of way division would have the
floor, and matters pertaining to that branch of the business could
be discussed. Another time could be set apart for the account-
ants, whose work is largely done, I am thankful to say. They
have labored for some six or seven years, and the results are very
gratifying, indeed. There is not so much left to be done, I take it,
except to further standardize and adjust the accounts between
the various branches of the company.
Therefore, I would suggest that it might not be advisable to
have a committee from your organization appointed to act in
conjunction with a committee from the American Street Railway
Association and the committee from the Street Railway Account-
ants' Association of America, both of which associations now
have regular organizations, and representatives of the construction
and maintenance of way departments that we might bring this
organization into one homogeneous mass. I desire to add further
that the time is coming when we must have a more concrete organ-
ization of the entire body. We are not mendicants any more. We
should be able to pay our. way and have proper officers to take
charge of the affairs of this great industry.
There is an article, gentlemen, likewise prepared for the con-
sideration of your association — I have read these papers hurriedly
among the mass of other things — and that is the .paper on car
wheels prepared by Mr. Millar, of the Buffalo company. That
paper brings up a thought and emphasizes what I have been say-
ing to some extent. Mr. Millar sees one phase of this industry in
discussing car wheels. I desire to make that paper the text for
suggesting that that brings up a much broader question, a ques-
tion which the executive heads of these companies must con-
sider. The time is coming when we cannot further temporize
with this question, as is done in Mr. Millar's paper. He writes
this paper as the master mechanic in care of the trucks of the cars
of the company in which he has gotten up to a car wheel flange
of % in. I say that the time is coming, gentlemen, when you must
have a different class of construction of track in your cities, and
you cannot continue to run these high-speed interurbans with
trains of cars as we are doing around sharper curves than any
steam road would attempt to operate with, and to run them at
speeds equal to the best steam road practice in the United States,
with a flange % in. in depth. That brings up the question of a
different class of track construction in your cities. It is going
to require persistent intelligent work to have the municipal au-
thorities recognize that we are up against a condition of that kind
now. You will find by reading Mr. Millar's paper that one of the
troubles with the wheel is that when it gets into grooved-rail
construction, the flanges are worn by running on the bottom of
the groove, and that the flange will continue to wear from time to
time. Some of you are not taking into account how much of the
head of the rail we expect to wear off in the course of proper
wear. Where will that groove be after twelve or fifteen years'
use, which amount of use we must get out of the rail if we are to
have a proper economy in our investment.
The time is coming when these broad questions of policy must
690
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
be taken up. I further add this suggestion in connection with
Mr. Millar's paper. There is a particular question of policy which
must he considered in connection with the character of the wheel
you should use. Of course, to many roads that are running simply
the metropolitan service, this question is not so important, but take
a property such as I am administering in the city of Milwaukee,
where we control everything electrically in that section of Wis-
consin, where we are radiating our interurban lines in all direc-
tions, keeping up average speeds, all stops counted, of 20 m. p. h.
on regular schedule, and these cars coming to the center of the
city, it becomes a very important element to the city itself, which
it can be made to recognize. We are bringing these people in and
doing more to expand the city than all agencies combined, and
they must recognize that something must be sacrificed to obtain
these advantages. For that reason I say that it is important that
when these matters are being discussed, that there should be some
of us on the floor of this convention that we may set these things
before the meeting, and get the members of the association to think
about them. I give instructions in the various concerns with
which I am identified, that every complaint is to centralize at the
manager's desk. The public has the right to look to the men occupy-
ing such positions as Mr. Ely and myself in these matters, because
we are supposed to possess that element of administration, that ele-
ment of management, which has the capacity to select proper men
for the different heads of departments, just as it is for your master
mechanic to be able to select good men. It is well enough to have
a good master mechanic at the main shop ; but it is more import-
ant to have quite as good a master mechanic at every car house,
where supervision and inspection of the rolling stock takes place,
and no matter how good the master mechanic may be as a master
mechanic, he must have administrative qualities which will enable
him to select proper foremen for distant points of the system.
These points are becoming more widely spread year by year as
the boundaries of the territory in which your properties are lo-
cated expand, and as it is necessary to have these men further
away from headquarters, it is essential that the master mechanic
of the road should be capable of selecting efficient men for these
outlying places. A's I say to my associates, I intend to cover most
of Wisconsin with interurban railways, and in such a case it is
important to feel that your master mechanic has such an organiza-
tion under him, that if it is necessary for you to send him away
for a week, the work at headquarters will not suffer.
I trust, gentlemen, you will not ignore what I have said about
my belief as to the necessity of amalgamating the various branches
of our industry. The master mechanics, the superintendents of
way, the accountants, and the claim men should all be in one
organization in conjunction with the association of managers, all
of whom will work together in harmony and to the greatest good.
I thank you, gentlemen, for the kind attention you have given me.
President Olds then presented Mr. Beijgs with one of the
badges of the American Railway Mechanical and Electrical
Association, which Mr. Beggs accepted with thanks.
President W. Caryl Ely, of the American Street Railway
Association, was then introduced and spoke, in part, as fol-
lows :
Mr. President and Gentlemen of the American Railway Me-
chanical Electrical Association— I am very glad indeed to be with
you this morning. I feel that it has been a privilege as well as a
pleasure to be here to listen to the remarks of Mr. Beggs, which
were most able, instructive and abounding in truth and wise sugges-
tions from beginning to end. As I remarked to him when he took
his seat, it was worth the trip to St. Louis to hear that plain state-
ment of truth with reference to our business. Just such statements
as these are the very best proof of the wisdom and value of hav-
ing these organizations. Many a man who works in the depart-
ments of the railroad business has vexatious problems over which
he works and toils, and sometimes when things are going wrong
his mind begins to run in a groove or channel and he gets the
blues and cannot see his way out. Everything is dark. He is in
the woods, and the woods are so full of underbrush that he can-
not see the way. Now the meetings of these associations are the
places where a man's mind can be relieved of all these situations
by the interchange of thought, the interchange of experience and
by the interchange of light that comes from the mind as it gropes
its way forward into the future of these great problems. It is
here that a man gets real comfort and instruction, and I believe
that these associations are worth fostering by the companies whose
men are represented in them; and I believe that when we get
through the efforts toward reorganizing that Mr. Beggs has briefly
alluded to, that we will have some concrete organization with cer-
tain co-ordinate co-operative branches, all working together, with
the work properly apportioned. When we have finally reached the
outcome of it, it will be so valuable to the companies whose offi-
cers and men are represented that the expenses of the organizations
will be cheerfully paid by the companies. I, for one, acting in an
executive capacity in a large corporation, feel that it is almost the
salvation of the business that there should be a coming together
in the right way of the men who work in the various corporations,
from the presidents down, or from the master mechanics down.
I believe thoroughly in organization and co-operation. It is the
spirit of modern life. Nowhere could it be exemplified on a
grander scale than in the grounds of this magnificent exposition.
It is the. biggest exposition, without doubt, that has ever been
held. It has larger buildings, it covers more ground space than the
Chicago World's Fair or the Paris World's Fair or any other that
has ever been held; and it represents and typifies in the highest de-
gree the value of co-operative work. I will not elaborate on that
thought. I want to go to the expression of something that is very
close to my mind and heart.
For some years past it has been evident to all that a change
was coming in the affairs and the management and the scope of the
work and operations of the American Street Railway Association.
Eight years ago the first secession, if you please, was brought
about by the accountants, who organized an association which has
done excellent work. A year ago at Saratoga the first meeting of
this Mechanical and Electrical Association, as an organization, was
held, and that was the result of several years' agitation. Now the
superintendents of way, or the engineers of way, or the superintend-
ents of way and construction, as they are variously entitled, are
knocking upon your doors for admission, after having for a time
contemplated the formation of a separate organization for them-
selves. Now the question arises where will it all end, and it seems
to me that the parent association is in much the same situation that
the mistress was who had a cook for a good many years, and was
informed that the cook was about to leave her. She said, "Why,
Bridget, what is the matter, that you are going to leave me after
all these years? Have I not treated you like one of the family?"
"Indeed, you have," was the reply, " and I have stood it as long as
I can." Now it seems to me that there is something wrong in
"our family," and it ought to be fixed up in such a way that you
could "stand it" a little longer; and I suppose that it must take the
form of an organization of some kind, but interdependent in some
way and connected with the other associations and the parent organ-
ization. The field of work of the parent organization, so far as it
looks to me, upon a re-examination of all the facts in the case, has
really never been entered upon by the parent organization. It has
called itself together once a year and listened to the reading of
papers that should be read in the meetings of your association and
the meetings of the accountants' associations, and only the policies
which spring from these discussions should be considered in the
parent organization. Its work should be confined more particularly
to matters of national importance and managerial importance. Now
as to just how the change will be arrived at, while perhaps I may
have thoughts and ideas of my own, I believe in the utmost toler-
ance and in the wisest agitation and discussion of all these matters.
Let us -be rather sure than sorry ; let us make haste slowly so that
when we finally do the thing it shall be such a finished product, such
a working organization that it will accomplish the results,, and we
will all feel that it is of value and be proud of our own work.
Upon that branch of the case which i? brought up by the question
presented by the superintendents of way and construction, whether
they shall be permittd to this association or whether action shall
be deferred upon that matter until there have been conferences
between committees of the different organizations, I take it that it
does not matter much. If you take them in, they are in, and they
can go to work and be doing something while the other broader
matter is under discussion. I am sure there is going- to be the
broadest spirit of tolerance and the widest scope of intelligent ac-
tion, and that we are all going to meet together and not be jealous
of prerogatives, but are going "to yield where yielding is neces-
sary, and stand firm in a decent and dignified way where we think
that things belong to us, but in the end I feel no doubt whatever
that we will be able to get together.
I do not know that I have any more to say except to empha-
size the general proposition of the importance of your work.
You are, indeed, as Mr. Beggs has said, the men behind the guns.
Your work is so important that it goes to the very root of every-
thing, and when the balance sheet expressing the result of the year'.;
operation is made up, perhaps the most important part of the whole
thing are those figures which tell of the things in which you have
played a part. The injuries and damages account is swollen if the
apparatus is not properly attended to in your shop and your car
houses by the men who are under your control. The quality of the
service carrying with it that most important factor, the good will
or the ill will of the public, the public officials and the press is de-
pendent largely upon the equipment and its condition of repair. All
of these things, to which I will not allude in such length as to>
October 15, 1904.]
STREET RAILWAY JOURNAL.
691
weary you, are of the most vital importance. They are up to
you to a very great degree. You have an entirely different work
committed to you than is committed to the master mechanic of the
steam road, and it differs just as much from theirs as was ex-
pressed by the example of Mr. Beggs. I thank you very much
for the opportunity of coming here and seeing you.
Mr. Ely then paid a very glowing tribute to the splendors
of the Louisiana Purchase Exposition.
F. E. Smith, president of the Street Railway Accountants'
Association of America, was then called upon and made a few
remarks.
This was followed by the address of President Olds, given
herewith, after which the meeting adjourned.
PRESIDENT OLD'S ADDRESS
Gentlemen. — The importance and magnitude of the interests
represented by our association impels me to present briefly for
your consideration a number of the more important matters. Our
meetings being limited to but two days, let us make them inter-
esting and profitable.
A glance at the exhibits in this building must impress you with
the rapid progress that has been made in the development of trans-
portation facilities. Not only do we see wonderful development
in the steam locomotives, but the street cars of to-day compared
with those of but a few years ago are certainly palaces on wheels.
Every day we see evidence of progress in the line of more perfect
and reliable equipment ; there is, however, still room for im-
provement.
When this association was first organized, it was thought best
to confine the membership entirely to mechanical and electrical
men. I think this a mistake. It is of equal importance to those
having the way and transportation departments in their charge
that they be well informed regarding the equipment, its care
and maintenance. We find that other departments need to be rep-
resented and are knocking at the door for admission to our asso-
ciation ; we must realize that our interests are nearly identical
with those of other departments. The object of this association is
to treat of mechanical and electrical subjects and exchange views
and ideas upon the best methods of maintenance and operation.
To do so intelligently, we must be well informed regarding the
work required of our cars and motors. There is also an agita-
tion upon the part of some of the other departments for re-
organization of the parent association, to be so arranged that each
department will have its own sub-organization, under the control
and direction of the parent body.
I can but feebly voice the feelings of every member of this as-
sociation when I say that our meeting in this grand old city of
St. Louis, surrounded by exhibits from all parts of the world, will
be most enjoyable and profitable to us. Our meetings being called
upon the first two days of the week, the temptation will be very
strong to put in your time sight-seeing rather than attending the
meetings. I would personally request each one to take hold of
the matter in an earnest manner, and not only be present your-
self, but use your influence to have others attend and take an
active part in the meetings, remembering that we are here in the
interests of the companies we represent. Our meeting at Saratoga
last year was a grand success, and under the conditions I have
mentioned why should not this be even better?
The public demands and is entitled to the best possible service
we can give them, and, to a certain extent, our companies and the
public are partners, for the better we please the people, the better
they will patronize the company. The proper discharge of our work
requires thought and vigilance to keep the rolling stock in as near
perfect condition as possible, so that it will be safe, attractive and
give reliable service. We must act and work as though we were
not ashamed of the business in which we are engaged, it being
one which concerns the business and private life of nearly every
citizen in the United States and the world.
We" all recognize that the work of the Accountants' Association
has been and is now of great importance to our companies, mak-
ing the classification of accounts and reports nearly uniform, they
being recognized as standard by the Railway Commissioners. The
joint paper upon "Shop Accounts and Records," gotten out by a
committee of the Accountants' and our association, we believe is
a step in the right direction, not only looking to a uniform system
of records and accounts, but to a more uniform system of doing
the work. By referring to the records and accounts of the steam
road master car builders and master mechanics, we find them
very complete, the same rules governing the repairs upon cars in
all parts of the country ; and it is gratifying to note that a large
number of electric roads are following more or less closely their
methods.
I wish particularly to urge every member present to carefully
consider the report to be submitted to you this morning, each con-
stituting himself a committee to push the interests of our associa-
tion among those you meet, whether they are members or not.
Personal work is what counts in any organization. The man in
charge of any branch of railway work who does not give it his
earnest individual attention cannot be a success ; the same rule
holds true with us. We must also realize that to make our asso-
ciation effective it must be placed upon a sound financial basis.
What rapid progress the interurban railways of to-day have
made ! We need only look around to see them branching off in
every direction, very many of them being operated upon private
rights of way, running at high speed and doing freight, as well as
passenger business. This rapid progress is calling forth the best
talent of our manufacturers, as well as of those in charge of the
maintenance and operation, to design and construct equipments to
meet the ever-changing conditions.
As yet, but little has been done regarding the exchange of freight
between steam and electric railways. I fully believe that the time
is not far distant when freight will be received by electric roads
and delivered to the steam roads in carload lots, the same as is
now practiced by all steam roads. This would necessitate the
construction of our roadway and track in such a manner that
steam cars can be as successfully operated on the electric lines as
on the steam railways.
It is also very important that the motormen operating the cars
should be well posted and thoroughly understand their equipment.
To be successful, there should be a uniform method in their in-
struction and examination. But a short time ago, should a loco-
motive engineer wish to change from one road to another, his ex-
amination as to ability would have been different in a great many
respects from the road he was leaving ; at the present time, if he
be able to pass an examination upon a road operating in Maine
and should he apply for a position in California, the examination
would be practically the same, the qualifications for locomotive en-
gineer being the same in all parts of the country.
Our programme is a good one, and those who have had the
subjects under consideration have done well. The papers should
bring forth a good discussion, which will be of great importance
to each of our members. We realize that the majority of active
members cannot be present at the meetings. For them to receive
the benefits they should, the discussions must be full and to the
point. The "Question Box" feature should also prove a very inter-
esting and profitable part of our programme.
The paper by Mr. Wright, of Providence, "The Ideal Shop" is
a good one, and I believe will be of great value in bringing out the
views of our members. Shop construction and arrangement of
departments and tools is of very great importance, making it pos-
sible to reduce the cost of maintenance to the very lowest figure.
To be effective, the departments must be compact, well lighted and
as nearly fireproof as possible, so that the burning out of any one
department would not seriously injure any of the others.
Mr. Millar, of Buffalo, will present a paper on "Wheel Matters"
that is very complete and instructive. I am fully aware that it is
a very perplexing question, requiring a great deal of thought and
care to design a wheel that will meet the very severe conditions
of street railway service.
The paper on "Maintenance and Inspection of Electric Equip-
ment," presented by Mr. Lindall, of Boston, treats of a subject of
vital importance to each one of us, and I bespeak for it your care-
ful consideration.
There are, however, a great many other matters than those
previously mentioned that call for our earnest individual attention.
The method of conveying the current from the trolley wire to our
motors by the use of the present trolley wheel, pole and base is
but a make-shift and very unsatisfactory. I realize that it is a
very hard problem, but at the same time "Where there is a will,
there is a way," and I believe that you will be able, in some manner
in the not very distant future, to overcome the troubles with it that
we now experience.
All of us are more or less troubled with short-circuits and the
reducing of the number is of very great importance. The present
method of protecting motors by a circuit-breaker or single fuse is
one that I do not consider at all sufficient, and believe that each
motor should be protected by an individual fuse.
Very often a short circuit is the cause of a serious accident, and
money spent for this purpose to perfect our equipments and re-
duce the number of short circuits to the very least possible num-
ber is well invested and will be the means of preventing a great
many serious accidents.
The construction and installation of wiring and cables is also
of very great importance. The insurance underwriters have taken
hold of this matter, and are doing good work, at the same time, I
believe that we who are in the actual work are better able to see and
know what is required.
Emergency brakes is a matter that has received but very little
attention from street railway operators and is one of great im-
portance.
692
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
The design and construction of street railway cars and trucks
is more or less crude, and they should be changed to have a maxi-
mum amount of strength with minimum weight ; at the same time,
we must not overlook the fact that they are to be attractive, safe
and comfortable for our patrons.
The stock and bondholders of our companies are looking to
us to reduce to a minimum the expense of maintenance and oper-
ation, and the sooner we arrive at, and adopt methods looking to
that end, the better it will be for ourselves, as well as our com-
panies.
Let me again call your attention to the fact that the interests of
all are nearly identical, and as success is the goal for which we are
striving, it is essential that we become familiar with the work and
requirements of all other departments of street railway activity.
Before closing, I wish to thank you for the high honor you have
conferred upon me, and shall ever consider my term of office as
president of your association as one of the brightest spots in my
career as a street railway man. I bespeak for my successor that
you accord to him the same generous support that you have given
me. Let us ever be aggressive, fair-minded and ready to fight
for what is just.
MONDAY AFTERNOON SESSION
The Monday afternoon session opened with a gratifyingly
large attendance. The executive committee's report, read by
Secretary W. Mower, showed that thirty-six active mem-
bers (individuals, heads of mechanical and electrical depart-
ments), seven companies (associate members) and four junior
members had joined during the year. The membership is now
150. The cash on hand is $403.05, the expenses of the past
year having been $1,301.30.
The association, after this report, took up the proposed
amendments to the constitution and by-laws, including engi-
neers of track and maintenance of way in the membership.
F. G. Simmons, superintendent of construction and maintenance
of way of the Milwaukee Electric Railway & Light Company,
was called upon as the one who had been promoting the move-
ment for an organization of track men.
Mr. Simmons stated that for the past two years he had been
very anxious to effect the organization of the way men of the
country ; that when the Mechanical and Electrical Association
had been formed the way men of the country felt that they had
been left behind in the running. Mr. Simmons had accordingly
undertaken the formation of an association of way men. He
had written to some 140 heads of way departments, and the
great majority of the answers indicated that there was a de-
cided feeling against a separate organization ; the general con-
sensus of opinion being that through the fact that the various
societies were separating themselves from the main body, the
dues to the companies were multiplying and the amount of
time necessary to attend the various conventions was greatly
increased; that if the formation of separate associations con-
tinued, the transportation men would naturally form an asso-
ciation, who would probably be followed by the claim agents,
and there would be such a multiplicity of associations that they
would tend to strip the main organization of its effectiveness.
Many of the managers of the smaller roads, especially, favored
a reorganization within the main association. Mr. Simmons
further stated that the idea of forming a separate association of
way men had for the present been abandoned and the way men
were ready to enter the American Railway Mechanical and
Electrical Association if they would be received, and as mem-
bers of such association they could take up some of the more
pressing subjects connected with the way department, pending
the decision of the questions now before the parent organiza-
tion. A large number of the heads of the way department had
signified their willingness to become members of the Mechani-
cal and Electrical Association, so that they might proceed to
work upon some of the subjects which were of pressing inter-
est. He thought that the committee suggested by Mr. Beggs
and Mr. Ely, comprising members from the main association,
the accountants association and the mechanics association, was
a good idea, and that there should also be on this committee
some members representing the way department. It was his
opinion that such a committee could proceed to work and that
in the course of a year or two some result would follow along
the lines indicated by Mr. Beggs and Mr. Ely; and in the mean-
time the way men could accoinplish something in the mechani-
cal association, in threshing out some of the questions in which
they were interested.
In discussing the subject of supply men as members, Presi-
dent Olds called attention to the fact that at the last meeting
of the association, held at Saratoga Springs, the matter was
fully covered. He doubted that any member of the association
who might become a supply man would care to occupy an offi-
cial position, in view of the fact of his connection with a manu-
facturing company.
The president stated that he did not wish to appoint the com-
mittee provided for in the motion of Mr. Baker without an op-
portunity to consider the matter and consult with some other
members, and that he would appoint the committee later and
announce to the association the names of the gentlemen ap-
pointed.
The following amendments to the constitution and by-laws
were then adopted:
MEMBERS— Article III., Section 1.
The heads of mechanical, electrical and way departments of
railway companies may be elected active members, and shall be
entitled to one vote each, and all privileges of the Association.
MEMBERS— Article III., Section 3.
Employees of mechanical, electrical and way departments, not
eligible as active members, may become eligible to junior mem-
bership upon the written recommendation of at least one member,
and shall be entitled to all privileges, except that of voting.
On motion of Alfred Green, it was voted to have the name
of the association remain as it is until the meeting next year.
The president announced the next order of business would
be the reading of papers.
W. D. Wright, superintendent of equipment of the Rhode
Island Company, Providence, R. I., then read his paper on "The
Ideal Shop," which is published in full in another part of this
issue.
President Olds announced that there were some novel fea-
tures in the paper just read and he expected that there would
be a very full discussion of the paper.
W. O. Mundy stated that he did not agree with the policy of
putting two or three cars on a single track. With only a single
car on the track it meant when the car was repaired it could
be taken out and another one substituted in its place and the
amount of shifting would be reduced to a minimum. The tracks
in the paint shop could be longer, as those cars are not shifted
so frequently. Another point was whether the equipment
should be handled from the pit or not. His personal opinion
was that this was a mistake, especially with double-truck cars.
He did not think that the equipment would receive as close at-
tention if handled from the pit.
H. J. Lake, of Muncie, reminded the meeting that a year ago
the same question in regard to working at cars and trucks from
above, or in the pit, had been discussed. It appeared to him
that before a standard could be adopted as to where a mechanic
could work on a truck, the manufacturers would have to adopt
a standard truck that would allow the mechanic to work either
above or below, whichever was desired.
Mr. Wright agreed with Mr. Mundy that better work can be
done above the floor level wherever possible to do it; but it
was necessary to meet existing conditions. The plan of one
car on a track was an ideal one, but with a large equipment it
would mean a very long car house.
H. H. Adams, of Baltimore, thought that the winding room
should be nearer the machine shop and that the stock room
should be as near the center of the shops as possible.
J. S. Doyle, of New York, noticed that the space occupied by
October 15, 1904.]
STREET RAILWAY JOURNAL.
693
the transfer table is about 33 per cent of the entire equipment.
He thought in a thickly congested district that would be rather
prohibitive.
Mr. Wright, in replying to suggested changes in the location
of the winding room, said that it had been placed in the corner
at the end of the building to get good light, as windows would
be on two sides of the room. The method of winding employed
by the Rhode Island Company was such that it does most of
the lathe work in the winding room.
Another member recommended the use of transfer tables for
each track, taking the truck out at the side of the car instead
of taking it out at the end of the car. He gave several reasons
in favor of this course. William Pestell agreed with this plan.
W. H. Evans, if Minneapolis, asked Mr. Wright how many
cars the shop could handle.
Wr. Wright answered that the shop was not designed for
any special number of cars. It depended upon their length and
other considerations.
Mr. McAloney, of Denver, asked whether it would be
feasible, on account of fire insurance risks, to have the trans-
fer table as a part of the enclosure. It would also seem better
on account of the insurance to have the shops separated by an
open space.
C. F. Baker, of Boston, remarked that he imagined it de-
pended on local conditions, but that an open space was better
on account of the light. He then outlined at some length his
own idea in regard to the arrangement of the different de-
partments.
A member suggested that the closed transfer way was a de-
sirable advantage where snow had to be contended with.
President Olds remarked that he would like to hear further
discussion brought out by Mr. McAloney regarding fire pro-
tection. As the members would recall, in his address of the
forenoon session he remarked that the shop should be so con-
structed that any one of the departments could be burned out
without serious injury to the other.
D. F. Carver, of Jersey City, stated that the company with
which he is connected was building a shop on that principle ;
they leave quite a ground place between the shops. That has
very decided advantages and decreases the fire risks. It also
has the advantage that there is track storage room around
each shop.
W. H. Evans stated that in Minneapolis they have a round-
house for a car house, a relic from the steam motor days. The
round-house only accommodates fifteen cars ; but, as sug-
gested by one of the members, the advantage of getting one
car out without disturbing the other is frequently quite a sav-
ing in time. He thought it a mistake to provide too short
transfer tables between walls, as the present tendency is to in-
crease the length of cars. Another matter he would criticise
in the plan presented would be in having only 13-ft. track
centers. It is especially important when the repairs are con-
ducted above the truck to have sufficient room between the
tracks so that the workmen can get around.
M. O'Brien, of St. Louis, suggested the desirability of hav-
ing the armature room directly above the storeroom, on the
second story of the shop.
Vice-president Green, in the chair, requested some member
to take up the question of the construction of the building
itself as regards the fire risks, whether the mill construction
or steel construction of the shop is better.
H. H. Adams, of Baltimore, said that he was rather partial
to the mill construction. He saw no great objection to the
posts in the repair shop, and if overhead hoisting apparatus is
desired it can easily be installed.
Mr. Patton, of Topeka, then described at considerable
length some new shops which his company had recently com-
pleted. The buildings were constructed of monolithic cement
blocks, 12 ins. x 12 ins. x 24 ins., one part cement and three
parts sand; there was no crushed rock used. The roofs were
built on a light steel truss, with an inch layer of sheething and
composition roof. They have a total car house area of 4000
sq. ft. and a standard division fire wall 12 ins. thick, running
down the middle and enclosed with double fire doors. The car
house has two openings, enclosed by double standard fire doors.
On that building the basis rate is $1, and the only differentiation
of charge they got was 5 cents per $100 on the modern sheath-
ing under the roof; there was no differentiation for the steel
truss. The rate on the carpenter and paint shop had not yet
been given. The shops are equipped with a fire hydrant, 2-in.
hose connection.
An Eastern member remarked that mill construction as used
in New England is employed on buildings three and four
stories high with the floors 3 ins. and 4 ins. thick. He under-
stood that insurance men did not like steel columns, as they
are liable to buckle in case of a fire ; they prefer wood or cast
iron.
H. A. Johnson suggested that it would be a good plan for
the members to have photographs made of the various struc-
tures they know of, and to bring them to the next meeting,
with a statement of the troubles that they had met in them.
This suggestion was agreed to.
President Olds then announced that the next business was
the reading of the paper by J. Millar, superintendent of rolling
stock, International Railway Company, Buffalo, N. Y., on
"Wheel Matters." Mr. Millar read the paper, which is pub-
lished on another page.
President Olds stated that although the time at the disposal
of the convention was short, he desired a complete discussion
of the paper.
William Pestell remarked that the question of steel tired
or cast iron wheels is one of great importance at this time, not
only on interurban roads but on city roads. The cast iron
wheel manufacturer says it is the old story — the roads are
again trying the steel tired wheels and will soon be back to the
first love, the old cast iron wheel. This may be so, but there
is much evidence in the last two or three years which shows
"that the steel tired wheel has many advantages, not only for
interurban and high-speed work, but also for city service.
The restrictions placed upon the companies by municipalities
do not allow them to get a sufficient depth of flange and suffi-
cient width of tread for safe operation with cast iron wheels
on high-speed lines which must necessarily run into the city,
and the remedy seems to be to put on steel tired wheels. The
speaker has seen steel tired wheels running on 40-ton cars
which were worn down to a little more than to J4 'n- in thick-
ness of flanges, and these wheels have never given any trouble.
Pie would not say it is common practice on the road in ques-
tion, but they had some cars upon which it was necessary to
run these wheels on account of not receiving wheels to replace
them. The matter of the time to turn a steel tired wheel is
one of importance. It is stated, and it is proved by experi-
ence, that as the section of the wheel where the flanges join
the tread, when the radius of that section assumes the same
shape as the rail, the flange wear is much more rapid, and it
would seem that the time for Mr. Millar to turn the flange is
about at this time, as the wear will be greater from that time
on. It would take very little turning to renew the flange to
almost the original section and put the wheel in good shape
for future service. The steel tired wheel is comparatively ex-
pensive in first costs, running about four or five times the cost
of cast iron wheels. The cost of turning a steel tired wheel is
probably as great as that of pressing on and off a pair of cist
iron wheels, so that the factor determining the economy of the
wheel, outside of the question of safety, is not altogether that
of the cost of turning against the cost of pressing on and off
the other wheels. The life of the steel tired wheel from what
evidence the speaker had gathered in interurban service, runs
694
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. t6.
from 140,000 to 180,000 miles. In lots of cases after turning
steel tired wheels, they get a mileage of 50,000 to 60,000, so
that they can compare the relative economy between the steel
tired and cast iron wheels. As yet the speaker had not suffi-
cient experience to determine how far the economy of the
steel tired wheel extends, but many roads are now using steel
tired wheels in city service, notably the New York City Rail-
way Company and the Fitchburg & Leominster, just outside
of Boston. They are to be used in Manila, and the speaker
hoped to get experience there which would be valuable.
Other speakers gave their experience with wheels. One sug-
gestion as to the unequal wearing of two wheels on the same
axle was that they were not mated or else the journal brasses
were not mated. This condition could be produced by running
the car continually in one direction. One speaker, who uses
single-end cars running continually in one direction, said that
about once every two or three months, if he found a wheel wear-
ing more on one side than 'the other, he turned the truck around
and put it on the other end of the car. If the wheel continued
to wear on the same side, he used an emery shoe and ground
the larger wheel.
After a very interesting discussion on wheel troubles and
remedies, the president requested that the members would sup-
ply data on the service of steel tired wheels and cast steel
wheels and furnish it at the next meeting.
Owing to the lateness of the hour, the discussion of the Ques-
tion Box was deferred until the meeting on Tuesdav. The
meeting then adjourned.
• TUESDAY MORNING SESSION
President Olds called the meeting to order at 10:45 o'clock,
and announced that he had appointed as the committee to con-
fer with the executive committee of the American Street Rail-
way Association, on the subject of a reorganization of the asso-
ciations, the following gentlemen: C. F. Baker, H. H. Adams
and F. G. Simmons.
The convention then proceeded to the consideration of the
paper on "Maintenance and Inspection of Electrical Equip-
ment," by John Lindall, general foreman of shops, elevated
division, Boston Elevated Railway, Boston, Mass. As Mr.
Lindall was not present at the meeting, the paper was read
by Alfred Green. Mr. Lindall's paper is published in another
part of this issue.
William Pestell remarked that he hardly agreed with Mr.
Lindall on a great many points in connection with the paper,
especially in connection with the education of motormen and
others who are not directly connected with the mechanical de-
partment. He agreed as to the keeping of men in line for pro-
motion, in accordance with the suggestion brought out by Mr.
Beggs on the preceding day. There should be men who can
take the place of the master mechanic or engineer whenever the
latter should be away for some length of time. The only diffi-
culty he experienced was that about as soon as they had a man
educated, so that he was really valuable, he would usually leave
the company's employ to take a better position with another
company. They could not pay him money enough to keep him,
but even then there was some advantage in that, as some road
got the benefit of his education. In his opinion, the reporting
and tabulating of defects are very essential to the successful
maintenance of equipment — he did not think he could dwell
any too strongly on that point. He had found, for instance, in
the case of a road where the cars are kept at a number of shops,
that one man who takes care of one kind of trouble has practi-
cally none of it, and another man has a great deal of it. By
tabulating the defects it is possible to find out the weaknesses
of the foreman and those of the equipment. Perhaps this weak-
ness may be due to conditions under which the equipment is
operated. This tabulation of defects gives the master me-
chanic a chance to learn the conditions, and finally to remedy
the trouble. Mr. Pestell said that Mr. Beggs had stated in his
address on the preceding day that the work of the Accountants'
Association was practically ended. In his opinion, the account-
ants have a great deal to do — it is quite likely that in the gen-
eral arrangement of accounts for the operation of the road, the
caring for statistical reports and general reports of operation,
that much work will be required, and the master mechanics
have only just started on this work in connection with the
accountants. This work is destined to be very important, and
it is one in which the accountants can help the electrical and
mechanical engineers to a very great extent; they know what
they want in a sense, but the accountants are better able to
give advice as to how to keep the accounts in proper shape so
as to be easily compared and kept with the least possible labor.
The speaker believed that if the shop accounts and the power
station accounts were taken up in connection with the Account-
ants' Association, better results would be secured than are se-
cured to-day. The matter of shop arrangements, especially
facilities given the men for cleanliness, are also very important.
The speaker thought that the suggestion in that paper about
supplying technical literature, such as the Street Railway
Journal and "Electrical World and Engineer," for the
use of the shop men a very good one, and a practice
that ought to be followed up more than it is. The technical
papers are very generally found in the motormen's and con-
ductors' rooms, but the shop men, unless they buy such pub-
lications, rarely see them. Mr. Pestell thought there should be
a place provided where the men can get these things — perhaps
they could be kept on file and a catalogue made of them, giving
the men a card, making it a sort of a library system, so that
every man connected with the shop could be put in possession
of the latest literature in connection with the work upon which
he is engaged. A man cannot know too much about his work.
He thought the most important thing that the Mechanical and
Electrical Association was organized for was to put knowledge
within the reach of the men, to bring about an interchange of
ideas, but if the association does not furnish the information
which is developed in the meetings to the men generally, it does
good to but a very few. He believed the members should work
to get publications on file for the men to read. These should be
accessible to the mechanics in the pits, even the car washers ;
they do not want to wash cars all their lives, and they should
be given an opportunity to advance themselves.
The inspection of electrical equipment, whether on the mile-
age or time basis, the speaker thought, is one that in many
cases must lie governed by local conditions. Some roads are
able to put a man on a car for the purposes of inspection only
once in two or three days, even for the purpose of inspecting
the brushes and for greasing. Mr. Pestell then considered the
subject of controller troubles, and pointed out some of the ob-
jections of the present form of platform controller. The multi-
ple type of control, or a type of control remote from the plat-
form, using only a master controller of small size on the plat-
form, seemed to him to be the proper solution for the controller
troubles. He believed that the companies should demand from
the electrical manufacturing companies a control of this type
for motors even as small as 40 hp, four to a car, and get all
material underneath the car, off of the platform. This was
especially desirable on open cars, where passengers ride imme-
diately behind the motor. Most roads have accidents occurring
from it during the summer months, and they cost a great deal
of money. The method pursued by the Boston Elevated Com-
pany, that Mr. Lindall referred to, of renewing only the tips
of contact fingers, had been examined on its system by the
speaker, and he believed it a good one to follow. He thought
that a good deal of money could be saved, even with K types
and other types of control used on the platform. The controller
finger item is quite a large one on a big system, and but very
little of the controller fingers are actually gone when they have
October 15, 1904.]
STREET RAILWAY JOURNAL.
695
to be renewed. Mr. Pestell then considered the flashing over
of motors.
W. D. Wright, of Providence, said that he wanted to express
himself in regard to the value of reports from motormen when
they turn the car into the car house. This is a great help to
the men taking care of the apparatus, but sometimes it is hard
to get a written report from a motorman which can be easily
understood. Sometimes slips are used, on which are printed
different numbers, which apply to the apparatus liable to give
trouble, and if the motorman notices some trouble in these
parts he checks off the number. The speaker thought it better
to go further than this, and to require the motorman at all
times in bringing the car into the house to make some kind of
report; in other words, he must O. K. the car or note the defects
which exist. They had found the O. K. report to be of great
value in practice.
G. J. Smith, of Kansas City, inquired if the members had
ever heard of a motor flashing over when comparatively new.
In the flashing over of motors on a road he was formerly con-
nected with, 90 per cent of the troubles were from that cause.
It was found that a comparatively new motor never flashed
over. If it did flash over within three or six months of the
time that it was installed, leaks, break-downs, etc., were found
out. When these troubles were reported, "the flashing over
stopped.
J. S. Doyle, of New York, said that on the Interborough
Rapid Transit Company new motors flash over as well as old
motors, and the remedy is the splitting of the field coils. The
cause of motor flash overs is due to partially or wholly inter-
rupted circuits. The field saturation does not correspond with
the magnetic effect of the armature. The result is there is an
increase of potential across the armature, causing the motor to
flash over.
Alfred Green discussed the desirability of how far a motor-
man should be educated concerning the handling and the main-
taining of the electrical equipment. In the speaker's opinion,
that was one of the most important points in the practical oper-
ation of electric street railways to-day, fully as important as
the same question applied to the steam engineer, and more so.
A motorman, in the first place, is taken from the ranks. He is
given apparatus which costs a great deal of money and is ex-
pensive in maintenance. It also frequently happens that two
and perhaps three men handle the same car during the eighteen
or twenty-four hours of its operation. The point which the
speaker desired to raise was how much of an education the
motorman should have.
D. F. Carver, of Jersey City, replied that he believed, theoreti-
cally, that the motorman should have all the education he could
get. On the Public Service Corporation of New Jersey, ap-
paratus was installed about a year ago to give the motorman a
pretty thorough education in the handling of the machinery on
the car, but the practical difficulty was that the employment
department could not keep the road supplied with men fast
enough, so that the time could not be taken to give the men as
thorough an education as desirable. The corporation adopted
the usual practice of sending a new man out with an old em-
ployee for several days, until he was broken in. It no longer
experienced the trouble it had some years ago, because many
four-motor equipments were being put on, using four 40-hp
motors under comparatively light cars, which have plenty of
resistance, so that the motormen are not able to do the equip-
ment so much harm as formerly. If the motormen feed too
fast it makes a jolt on the car which is not only uncomfortable
for the passengers, but for the man as well, ana he gets plenty
of notice if he is doing what he should not do. The corpora-
tion's troubles from that cause are decreasing right along. The
speaker said that the mechanical and operating departments
are very much pleased at the way the men take hold of new
things. The Public Service Corporation also finds that its men,
as a general proposition, are with the company in every move-
ment which it desires to make for the improvement of the ser-
vice and equipment, and instead of the heads of departments
having to go around and drum the new propositions into the
men, the latter talk to some of the shop men or those around
the depots, and in this way secure full information about any
new plans. His experience was that on all of the roads the
average motorman tries to get the information required. The
speaker said that o'n one of the South Orange lines the saying
among the men is that a man would rather be kicked than turn
a car in off the road, the consequence of which is that the num-
ber of cars turned in in the course of a week is very small.
Printed blanks are given to the motormen, containing a list
of some fifteen different kinds of trouble that might occur in
the car, and when the car is turned in at night, if there is any
defect, the conductor punches out the part relating to the par-
ticular trouble. The company does not care particularly
whether the motorman hits the cause of the trouble right or not,
but if there is some trouble the conductor punches the number
indicating what he thinks the trouble is. He may punch out
the number indicating trouble with the motor, and it may really
be the controller, the field or the trolley pole, but the fact that
he punches the slip indicates that there is something wrong
with the car, and the mechanics overhaul the car to see what
it is. The speaker said that brought up another question which
had been mentioned at the meeting in regard to damage suits.
In two cases he remembered that by that nightly record the
company was able to prove that the equipment was not de-
fective and thus to save itself from serious loss. There was
one case which happened about six weeks ago, involving an
unfortunate accident with one of the cars. In the morning the
motorman who had the accident, had a car, on the stovepipe of
which had been put a new kind of locomotive black. Noticing
this, the motorman went into a drug store and telephoned
that this car was out with wet paint on the smokestack, and
asked for another car. He received another car. In the after-
noon he had a serious accident with that car, and the company
discovered the next morning that the druggist in the store from
where the motorman had telephoned for another car had stated
that the accident was caused by the company's negligence in
putting out a car which was in bad order, as the motorman had
come into his store in the morning to telephone for a new car.
By showing the records of the transaction, the company com-
pletely absolved itself from negligence. Mr. Carver did not
know what the claim was settled for, but it was probably very
much less than if the company had not been able to show
records which proved that it had complied with the motor-
man's request for another car. The company had the con-
ductor's slip of the night before, showing that the car on which
the accident had occurred had been turned in "O.K." After the
accident the company took the car and was able to demonstrate
that it was in good order at that time. If a conductor turns in
a car as being crippled, and the mechanics go over it and can-
not find anything wrong with the car, there is nothing said
about it ; there is no penalty for making an erroneous report.
The company desires the criticism of its employees in regard
to the condition of its equipment, and gives them every facility
for making the criticism.
A. M. Patten, of Topeka, stated that a scheme had been tried
on the Topeka Railway which had proved quite satisfactory.
The motormen are required to make a daily report, with the
different troubles liable to occur to the car listed on the report,
and there are columns for the different motormen to sign "on"
and sign "off ;" in other words, in passing the car from one mo-
torman to another, they O. K. the car in all essential particu-
lars. These reports and other means are used in the education
of the men. Of course, there are many times when the motor-
man does not locate the trouble correctly. When this occurs
the company takes up the matter and explains why the motor-
6o6
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
man did not locate the trouble correctly. The company is
securing more accurate reports from the motormen in regard
to these troubles since adopting this practice.
J. S. Doyle, of New York, stated that the Interborough Rapid
Transit Company provides two school cars for the education of
the motorman, and issues a book of instructions, containing a
description of the apparatus on the car, with a list of questions
and answers. Upon the school cars all the apparatus employed,
including the air brakes and multiple control, are so designed
that motorman can readily see their operation, one piece in
each part being sectioned. The questions and answers pertain-
ing to failures of apparatus are devised with a view of reducing
the detention to service. In other words, when anything occurs,
he goes through the list of questions and answers pertaining
to failures, and going through this list he finds the trouble and
reduces the detention. It is the intention of the company to
require a motorman to pass a yearly examination to determine
his knowledge of the apparatus. The book of instructions is
very complete.
W. K. Evans, of Minneapolis, said that he was glad to know
about the experience being had with instruction cars. The
Twin City Rapid Transit Company had contemplated some-
thing of that kind ; in fact, it had a system of instruction under
which the men met in groups each week and went over ques-
tions such as have been considered in the discussion ; but from
the discussion which had been had on the subject it occurred to
him that the companies were working at the wrong end of the
proposition. All of the discussion that had proceeded depended
entirely on the motorman to eliminate the trouble. His ex-
perience had been that the company cannot get motormen fast
enough to educate them, and the consequence was that the
superintendents of transportation had to put the men out on
the car a considerable time before they have any extensive
knowledge of the apparatus. It was his opinion that a great
deal of time can be wasted in educating the motorman, because
about the time the motorman was educated in many cases he
would have left the employ of the company. While it was a
very good tiling to have a well-posted man — there was no ques-
tion about that — there is no line in the country that can afford
to tie up the system long enough to allow a motorman to repair
the car. If there was a little trouble in the controller or some-
thing of that kind, the motorman could fix it and get his car in.
He would like to hear more discussion from the other end of
the question. In his experience, motormen's reports have been
very misleading as to what the trouble really was. Mr. Evans
said that it will have to be admitted that the motorman is not
thoroughly educated concerning the apparatus in his charge,
but he ought to be able to detect ordinary trouble. There is
one peculiarity about educating men in a knowledge of the ap-
paratus which they handle. It is a well-known fact that some
of the best air brake men on the steam roads know practically
nothing of the construction of the apparatus ; they simply know
how to shut off the engine to make an even stop at the station.
They have that down to a nicety, but can tell very little about
the intricate construction of the air brake apparatus. It was
his opinion that if the companies are going to depend alto-
gether on the motormen for information relating to car troubles
on the road, they are working at the wrong end. The motor-
man can give a great deal of assistance, but it would not be
advisable to depend entirely upon him. Mr. Evans thought
the paper a very good one, and he would like to hear it dis-
cussed very thoroughly. Mr. Lindall had mentioned the tabu-
lating of defects and recording them, and the Twin City Rapid
Transit Company had found that practice to be a very great
advantage ; but one point had not been touched upon, which, in
the opinion of Mr. Evans, was very important, namely, that
the defects should be tabulated so that not only the master
mechanic but everybody interested in the equipment could see
just bow it was running. He had been surprised to find out
the interest such a practice had generated even in the ordinary
repair men at tne station, when they found out that the com-
pany was keeping a check of this kind. Some of the repair
men whom he thought were not interested at all, had come to
him and told him that their reports would be better than they
were the preceding month.
Alfred Green said that what he had in mind, in asking the
question, was not the matter of repairing a car on the road,
but the question of sending out a man who would keep the road
open. He said he had known of a case where a motorman did
not know, when he was cut out, where the fuse box was, and
he stood there until another motorman came along. He knew
of another case where a motorman went to start up and got
stuck in a curve because he forgot to let his brake off. The
question was how far a man must be educated to keep the car
going until it comes back and not block the system — that was
what he was after. It is a good point to find out why the mas-
ter mechanic has to assume all the responsibility on account of
incompetent handling of the car. The speaker had seen a mo-
torman run a car for 3 miles, leaving the brake off, and when
he wanted to stop the car he simply turned the controller handle
around. In his opinion, much of the trouble for improper
handling was due to the motorman.
J. S. Doyle, of New York, said that in regard to the inspec-
tion of electrical equipment, the Interborough Rapid Transit
Company had a system which might prove interesting. The
company published each month a schedule showing the cost of
daily inspection, and also the cause of all delays. There was a
competitive merit system among three different inspection
shops. Each shop takes care of about 700 cars and inspects
each car every three or five days. The shops started out a year
ago to see which had the best foreman, with the understanding
that the man who saved the most money would receive a certain
percentage of it. In the first year the company saved a con-
siderable sum of money. A schedule was issued showing every
delay that occurred and the cause of it. The company found
that at the end of the first year the reliability of the service
was improved 30 per cent and the expenses largely cut down.
H. A. Johnson, of Camden, N. J., remarked that the same
system had been tried in the Southern Division of Public Ser-
vice Corporation and had produced very satisfactory results;
that is, giving each shop force a certain class of equipments to
take care of. It resulted in considerable competition among
the men, and very excellent results followed.
William E. Rolston, of Tippecanoe, Ohio, inquired what was
the experience of the members and what they gained by the use
of the ammeter in instructing motormen, as applied to large
cars on interurban roads. It had been the practice of the Day-
ton & Troy Railroad Company to take a voltmeter and ammeter
on the front end of the car, and at that same time use a watt-
meter on the car, to make a record of the consumption of cur-
rent on the line and compare that with the power used by the
older men in the service. He gave the advantages to be derived
from this practice, and asked for an expression of opinion from
the members as to their experiences along that line.
William Pestell described an arrangement which had been
put into effect for checking the records of cars taken in ior
various troubles. Such a schedule shows at a glance which
motormen were having the most trouble on the street, as well
as what particular cars were giving trouble, and initials were
provided which showed what trouble the car had been pulled
in for. This is particularly valuable on small roads having
anywhere from 25 to 200 cars.
W. H. McAloney, of Denver, thought it was important on
small roads, up to 200 cars, to show how many cars were taken
out of service per day, week or month, and a comparison made
for certain periods. He gave the percentage of cars taken off
the line for repairs per week in Denver.
Mr. Evans said that as to the statement about tabulating the
October 15, 1904.]
STREET RAILWAY JOURNAL.
697
number of failures, that the Twin City Rapid Transit Com-
pany had been trying something of that kind and had tabu-
lated the failures — that is, cases where the cars were pulled
out of service — and reduced it to a mileage basis, to show that
each station had so many pull-ins for the month and so much
mileage per pull-in. A record is kept also of the motormen
who have the pull-ins, and if they find any particular man has
too great a number, he is called to account, which has the
effect of reducing the trouble. The speaker was still a little
inclined to think, in opposition to Mr. Green, that the meeting
was working at the wrong end of the proposition. He did not
wish to appear to contend that there is any disadvantage in
educating the motormen, but that it appeared to him to be a
practical impossibility to get the motormen educated to that
point where they can be thoroughly relied upon to take care of
the equipment.
J. S. Doyle answered Mr. Evans that his company did not
find that to be the case. He then gave some of the conditions
and results attained in educating motormen on the Interborough
Rapid Transit Company's lines.
Mr. Evans said that his company did not have any trouble
with the preferred men on the system. It is upon the extra
man who takes a car out that the superintendent must
depend on to fill out the service. Under the conditions Mr.
Doyle spoke of, they had no trouble, because in the case of such
men the company knows that when they get a report the trou-
ble is what they state it to be.
Mr. McAloney inquired if the Interborough school car is run
over the lines. Mr. Doyle replied that they had two school
cars, one for the subway road and one for the elevated road.
He gave the amount of time taken for instruction for each
man and for divisions.
D. F. Carver said that his company had put two 40-hp mo-
tors, with a 22-pinion, on each nine-bench car, making the cars
pretty lively. The new motormen in handling these cars could
not keep them on the line and keep the fuses in. The com-
pany hit upon the experiment of having a few of the brightest
men on the division take such cars out, letting them run the
cars for one trip, in the presence of the new men, in the way in
which they usually handled it. Then they put ammeters in
the cars, allowed the new men to handle them in the same way,
and showed the current consumed at various points on the con-
troller by their way of running the cars. The current went up
to 350 amps, when swinging from series into parallel. They
then showed the new motormen how it should be done. The
motormen went around the club rooms and told the other motor-
men what they had seen. In a few days the trouble vanished, the
cars were kept on the line in proper shape, and in a week or so
the men would not have anything else than the fast cars. The
company has not had any trouble in the last two months, no
cars being turned in, where formerly they had eight or nine
cars a day turned in, the men saying they could not operate the
cars and keep the fuses from blowing.
J. S. Doyle remarked that was quite an important engineer-
ing question, and he thought the solution was to resort to the
multiple-unit system, automatic control, especially in four-
motor equipments. As Mr. Pestell had said, the roads were
coming to it, and the automatic feature is one of the best fea-
tures of the control. As to training the men how to do it, it
may be done for a day, or for a week, but unless watched con-
tinually they will go back, and he thought, after all, the auto-
matic control would give the best results.
Mr. Olds said he was a thorough believer in giving the
motorman, especially on the interurban lines, a comprehensive
apparatus in their charge, and that they should be required
to pass an examination.
H, J. Lake, of Muncie, Ind., considered that the matter of
instructing motormen is of vital importance to every electric
railway system. He should have sufficient knowledge of the
apparatus to prevent a tying up of the system, and if the sid-
ings are two or three miles apart, or less, he ought to be able
to get his train to a siding.
President Olds then appointed the following" named gen-
tlemen as a committee on nominations: W. O. Mundy, Alfred
Green, J. Millar, W. D. Wright and W. K. Evans. The meet-
ing then adjourned until 2:30 o'clock.
TUESDAY AFTERNOON SESSION
President Olds called the meeting to order at 2:30 o'clock.
The president stated that the first business of the session
would be the consideration of the Question Box. The secre-
tary read the printed questions and answers, and there was a
very spirited and valuable supplementary discussion by the
members generally of the questions contained in the Question
Box.
After concluding the discussion of the Question Box, during
which much had been said about the burning out of control-
lers with four-motor equipments, Mr. Carver, of Newark, sug-
gested the appointment of a standing committee for the
coming year to investigate this trouble and its remedies and
report at the next meeting. Mr. Pestell, of Worcester,
thought such committees should be appointed to take up not
only controllers but also various other topics. Mr. Evans, of
Minneapolis, thought the association should work in the di-
rection of developing a set of standing committees on impor-
tant matters that should be continued over several years. Mr.
Pestell then moved that it be the sense of the association that
the executive committee establish committees on the following
subjects: cars and car equipment, shops and shop equipments,
power stations, track and maintenance of way, and block sig-
nals. This was carried.
Various other members expressed themselves as favorable
to including the way-men in the association, and the amend-
ments to the constitution were passed which provided for this.
REPORT OF REORGANIZATION COMMITTEE
Chairman Simmons, of the committee appointed the pre-
vious day to meet the executive committee of the American
Street Railway Association, reported the results of the meet-
ing held at the Southern Hotel that morning. A resolution
was read which had been
passed by the executive com-
mittee of the American Street
Railway Association. This, in
effect, recommended that the
American Street Railway As-
sociation take immediate ac-
tion toward a reorganization
by amending its by-laws at its
coming convention in St. Louis
so as to make the presidents of
the three associations an ex-
ecutive committee for working
out the details of a plan of re-
organization which would in-
clude all the present associa-
tions in the American Street Railway Association and give
each department of electric railway work a part in the asso-
ciation convention work. It was the understanding, however,
that the executive committees of the subsidiary organizations
should during the convention meet with the executive commit-
tee of the American Street Railway Association to assist in this
work. Mr. Simmons moved the acceptance of the terms of this
resolution, which was carried.
ELECTION OF OFFICERS
The nominating committee then made a report, which re-
sulted in the election of the following officers for the ensuing
year: President, C. F. Baker, of Boston; first vice-president,
C. F. BAKER
698
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
H. H. Adams, of Baltimore ; second vice-president, John Mil-
lar, of Buffalo ; third vice-president, F. G. Simmons, of Mil-
waukee; secretary and treasurer, Walter Mower, of Detroit;
executive committee, D. F. Carver, of Jersey City ; J. S. Doyle,
of New York; C. C. Lewis, of Schenectady, and W. H. Mc-
Aloney, of Denver. After a few announcements the presi-
dent-elect took the chair and spoke a few words, followed by
the vice-presidents. Mr. Simmons, in particular, expressed
appreciation of his election to the office cf a vice-president,
because it was given him as a recognition of the part the track
and maintenance of way men will play in the organization in
the future.
A very heartfelt rising vote of thanks was given to retiring
President Olds.
THE AMERICAN STREET RAILWAY ASSOCIATION
WEDNESDAY MORNING SESSION
The first session of the American Street Railway Association
was called to order Wednesday morning, Oct. 12, at the Trans-
portation Building, World's Fair grounds, by President W.
Caryl Ely, of Buffalo, N. Y. He introduced President D. R.
Francis, of the Louisiana Purchase Exposition, who made an
interesting address. Among other things, President Francis
took occasion to praise very highly the efficient management
of the St. Louis street railways. He drew attention to the fact
that the management has in its treatment of the public gained
public sentiment favorable to it — that, he stated, was the first
important step to be gained in carrying on any great public
enterprise.
President Ely then spoke eloquently of the g1ories of the
Exposition and the greatness of the achievement that it repre-
sents. He then introduced Prof. W. E. Goldsborough, chief
of the Department of Electricity, who gave an outline of the
principal exhibits of interest to street railway men in the dif-
ferent buildings, and also spoke briefly of the work of the Elec-
tric Railway Test Commission.
President Ely next delivered the annual presidential address.
In this, he referred to the recent progress of the traction in-
dustry in several important particulars. The recent acquire-
ments of electric interurban lines by the New York Central,
and the work of that company and the Pennsylvania Railroad
in New York City were spoken of at length, as well as the
great subway system just completed in New York City. The
gains of the Manhattan Elevated system in New York by the
introduction of electricity were quoted as an example of ad-
vantages to be derived from that system of traction. An in-
crease of 33 per cent in train service had been made possible
by this change of motive power ; the traffic has increased 30
per cent and the operating expenses reduced from 55 per cent
to 45 per cent of the gross receipts.
He stated that the time had come when conditions demanded
a radical change in the method of conducting the association,
and outlined a scheme suggested to organize different depart-
ments within the association. The organization of the manu-
facturers' committee to take charge of exhibit matters was also
noted and indorsed.
Mayor Wells, of St. Louis, was then introduced and wel-
comed the convention as a street railway man. His father
built the first line in St. Louis in 1859. He had been general
manager of his father's road, and consequently felt kindly to-
ward street railways, particularly because he had seen com-
munities benefited so greatly by them.
Secretary T. C. Penington then read the executive commit-
tee's report, which included a recommendation that the by-laws
be amended so as to include on the executive committee the
presidents of the mechanical and the accountants' associations.
This amendment would be intended as the first step toward a
general reorganization.
J. C. Hutchins, of Detroit, introduced a resolution rescinding
the action of the convention of last year which was unfavor-
able to the publication of daily reports of the proceedings by
the technical press. Consideration of this was postponed, after
much discussion, to Thursday. A censorship committee, con-
sisting of Messrs. Hutchins, Beggs and Mailloux, was ap-
pointed to pass on all matter given out for publication.
THURSDAY MORNINCi SESSION
At the session of the association on Thursday morning the
report of T. C. Penington, the secretary and treasurer, was
presented. After this had been approved, a resolution was of-
fered modifying the resolution of J. C. Hutchins at the session
on the previous day to disapprove of only daily verbatim re-
ports of the proceedings. The recommendations of the execu-
tive committee regarding the reorganization of the association
were then approved, after which W. E. Harrington, the chair-
man of the standard rules committee, reported. Then followed
the reading of the paper by R. H. Rice on "Steam Turbines;"
this was discussed by Messrs. Mailloux, Hopkins and Abbott.
The paper by J. R. Bibbins on "Steam Turbine Plants," and
that by E. D. Meier on "The American Diesel Engine," were
then read and discussed. The paper by Leon Jewell on "Trans-
fers ; Their Uses and Abuses," which followed these, was read
by title ; it was actively discussed at length by Messrs. Vree-
land and Beggs. All of these papers are published in full
in this number. Next followed the report of the com-
mittee for carrying United States mail,' of which Mr.
Grant is chairman. The election of officers resulted in
the following selections : W. Caryl Ely, of Buffalo, presi-
dent; E. C. Foster, of New Orleans; John I. Beggs,
of Milwaukee, and Richard McCulloch, of St. Louis, vice-
presidents ; T. C. Penington, of Chicago, secretary and treas-
urer; J. J. Stanley, of Cleveland; H. F. Grant, of Seattle; F. G.
Jones, of Memphis ; W. E. Harrington, of Camden, executive
committee. The plans proposed for the reorganization of the
American Street Railway Association will be worked out by
the executive committee and the officers of the other associa-
tions during the year. The resolution of C. F. Baker, the new
president of the American Railway Mechanical and Electrical
Association, on Monday afternoon covered the appointment by
his association of a committee on the proposed reorganization
conference.
AMERICAN ASSOCIATION OF STREET RAILWAY CLAIM
AGENTS
The American Association of Street Railway Claim Agents
was organized Wednesday, Oct. 12. The officers selected are:
W. A. Dibbs, of New York, president; E. W. O'Conner, of
Savannah, vice-president; B. B. Davis, of Columous, Ohio, sec-
retary-treasurer; Messrs. Rinaug, of New Orleans; White, of
Chicago; Davis, of Columbus; Feeney, of Newark, executive
committee. The time and place of meeting was left to the ex-
ecutive committee, but it is probable the association will con-
vene in August. The dues are merely nominal, being fixed at
$5 a year for the present.
THE STREET RAILWAY ACCOUNTANTS' ASSOCIATION
ABSTRACT OF THURSDAY AFTERNOON'S SESSION
The Street Railway Accountants' Association convened on
Thursday afternoon at 3 :3c President Smith in his address
referred to the joint meeting on Friday between the Account-
ants' Association and the American Railway Mechanical and
Electrical Association — the first meeting of the kind held by
these bodies. He then referred the street railways and the steam
railroads to the standard form of report of the Internationa.
Street Railway Association, and quoted part of the recent edi-
torial on this subject in the Street Railway Journal. He
recommended the appointment of a committee to confer with
the International and the British associations to adopt a stand-
October 15, 1904.]
STREET RAILWAY JOURNAL.
699
ard form of report. Mr. Smith closed his remarks with the
statement that the association had gained twenty-eight mem-
bers and lost sixteen during the year. Mr. White then read
His paper, which was accompanied by sixteen large books, with
loose index leaves, containing the forms collected. The full
proceedings of this session will be published in the Street
Railway Journal for Oct. 29.
—
THE RE-ELECTION OF PRESIDENT ELY
The information comes by telegraph from St. Louis as this
issue goes to press that W. Caryl Ely, of Buffalo, N. Y., presi-
dent of the International Traction Company, has been re-
elected president of the American Street Railway Association.
_ , This action by the association
^'^^Hfflk is a deserved tribute to the tact
* and ability with which Mr. Ely
administered the duties of the
office for the year just closed.
The coming twelve months
will probably be the most im-
^^K^ ' ■■ I portant ones in the history of
..^j^^^Huta/ the association, as during them
Ejff • * working plans for the reorgan-
ization of the parent body and
•<^4- the allied associations must be
devised. The desirability of
these changes was clearly
brought out in President Ely's address, and the advisability,
even the necessity, of a reorganization is admitted by all if the
several associations are to accomplish the most good. The
members of the association were a unit in their indorsement of
the re-election of Mr. Ely, to whom they feel can safely be left
the details of the proposed changes. That this is a considerable
task no one can doubt. But with the co-operation of the ex-
ecutive committee, aided by such suggestions as may be ob-
tained by Mr. Ely from members of the association, there is
no doubt that a satisfactory plan will be devised.
♦>«
CONVENTION NOTES
The badges provided by the manufacturers' committee were
extremely tasteful and were universally admired. They were
made of German silver and represented a modern electric car
surmounted by an eagle, while below a scroll bore the words
"American Street Railway Association, St. Louis, 1904." At-
tached to the badge were ribbons of different colors. Thus
the delegates to the American Street Railway Convention
were provided with blue ribbons, members of the American
Railway Mechanical and Electrical Association wore a brown
ribbon, and the Accountants were given a yellow ribbon. The
supply men were designated by red and the ladies by a white
ribbon. The badges of the officers of the different associa-
tions were gold. Each badge bore a small, numbered, cellu-
loid tag, so that it was possible from the lists kept by Secre-
taries Penington, Brockway, Mower and Meade to identify
any one at the convention.
The address of Mr. Beggs before the Master Mechanics on
Monday should be read by everyone connected with the me-
chanical department in electric railroading. Mr. Beggs spoke
extemporaneously, and referred to his speech as a series of
remarks only, as he had not had time to prepare an address
and never had had. Nevertheless, he outlined in the clearest
possible way the relations between the managerial and
mechanical departments. As he forcefully put it, the master
mechanic is an assistant manager of the property, upon whom
depends in a large degree not only the comfort and safety of
the passengers, but even, to a considerable extent, the financial
success of the company with which he is connected. His work
is one which is constantly growing in responsibility and im-
portance and which calls for the highest degree of care and
intelligence. Mr. Beggs was heartily applauded at the
termination of his address.
The St. Louis Transit Company had printed and distributed
to all in attendance at the convention an extremely tasteful
ticket book. Each book contained twenty-eight tickets, good
for fare upon any of the lines of the company during the week
ending Oct. 15. The tickets were beautifully engraved and
printed and were bound in a tasteful cover. One side shows
an emblematic female form above the World's Fair buildings ;
the other side represents Monroe, Livingston and Marbois
executing the famous treaty in 1803, by which the Louisiana
Purchase was completed. Capt. Robert McCulloch, general
manager of the St. Louis Transit Company, received many
congratulations over the attractive form of this ticket book.
The Pennsylvania Railroad special train which left New
York at 10 a. m. Saturday carried .about 150 passengers and
was run as a section of the St. Louis Limited. In addition to
the sleepers, there were two dining cars, a buffet and library
car at the head of the train and an observation car at the rear.
A car conveying a number of delegates and others attending
the convention from Boston was attached to the special at
Philadelphia. A number of delegates to the convention from
Baltimore, Washington and Harrisburg boarded the train at
the latter city, while others took the train from Pittsburg and
other intervening points. In spite of the heat, those on the
"special" enjoyed the trip, and the monotony was relieved by
frequent concerts from Reeves' Band, which was on board.
Other "specials" were run from Chicago, and by the Big Four
and Central Railroads from the middle of New York State.
The meetings were held on the second floor of the Trans-
portation Building, and at the entrance were displayed some
of the results of the tests conducted this summer by the Elec-
tric Railway Test Commission. Prof. Norris and Prof. Swen-
son were present and explained the charts exhibited. The
charts showed the detailed observations of the air brake tests,
described in the Street Railway Journal for Aug. 27 ; also
the tests on the impedance of steel rails at different frequen-
cies. These tests were also mentioned in the Street Railway
Journal for Aug. 27. Another interesting print shown was
of the plan adopted for testing air resistance, to be tried on
the lines of the Indiana Union Traction Company later.
A meeting of the manufacturers' committee was held Mon-
day morning at 11 o'clock to elect officers for the ensuing
year. The resignation of Scott H. Blewett, of the American
Car & Foundry Company, was announced, and that John W.
Nute, president of the St. Louis Car Wheel Company, had
been appointed in his place. It was then decided to continue
the committee for another year, but to enlarge it by the addi-
tion of five more members. Four of these were elected at the
meeting Monday, viz. : Wm. Wharton, of Wm. Wharton, Jr.
& Company, of Philadelphia ; C. K. King, of the Ohio Brass
Company, Mansfield, Ohio ; Frank C. Randall, of the National
Electric Company, of Milwaukee, and W. H. Whiteside, of the
Allis-Chalmers Company. The fifteenth place was left vacant.
Monday evening the members of the committee met at tbe
Southern Hotel and re-elected Daniel M. Brady chairman.
Tt was also decided to divide the terms of office of the mem-
bers so that the terms of five members would expire in one
year, five others in two years and the remainder in three years.
The selection was made by lot and the following were found
to be in the one-year class: Daniel M. Brady, James H. Mc-
Graw, W. J. Cooke, W. H. Whiteside and F. S. Kenfield. The
two-year men are: John W. Nute, J. R. Lovejoy, F. C. Ran-
dall, Calvert Townley and George J. Kobusch.
The new by-laws adopted by the manufacturers' committee
provide that the name of the association shall be, American
Street Railway Manufacturers Association.
PAPERS READ AT THE ST. LOUIS CONVENTIONS
REPORT OF THE JOINT COMMITTEE OF THE AMERICAN
RAILWAY MECHANICAL & ELECTRICAL ASSOCIATION
AND THE STREET RAILWAY ACCOUNTANTS'
ASSOCIATION OF AMERICA ON BLANKS
FOR SHOP RECORDS AND ACCOUNTS
By mutual agreement, the American Railway Mechanical and
Electrical Association and the Street Railway Accountants' Asso-
ciation of America appointed a joint committee to prepare a re-
port on "Blanks for Shop Records and Accounts," to be presented
at one of the sessions of the eighth annual convention of the
Street Railway Accountants' Association to be held in St. Louis,
Oct. 13, 14 and 15, 1904; the members of the American Railway
Mechanical and Electrical Association attending.
The necessity and importance of a system of shop records and
accounts for carefully recording work of repairs and mechanical
changes, is recognized by all master mechanics, and as the ac-
countant's duties bring him in close touch with all departments
he is naturally interested in the adoption and installation of a
system in the mechanical department by which he can report the
relative usefulness of changes or improvements over previous
methods.
Your committee, in preparing this paper, thoroughly realize
that local conditions control, to a degree, the operation of
street railway properties, and that it would be difficult to submit
a set of blanks which would meet the needs of all companies, and
in preparing the accompanying blanks they were prompted and
governed by the desire to cover in a general way a system which
could be adapted with slight changes to the requirements of small
companies having somewhat limited office facilities, as well as
the larger with a more complete organization.
The report, for convenience, is arranged in three sections.
The first section contains the forms pertaining to reporting the
condition of equipments while in service and under repairs, viz.:
Form 1. Trainmen's Report of Condition of Cars.
Form i-A. Summary of Trainmen's Report of Condition of
Cars.
Form i-B. Trainmen's Report of Condition of Car.
Form i-C. Summary of Trainmen's Report of Condition of
Cars.
Form 2. Car Inspector's Daily Report.
Form 3. Car Tag.
The second section contains the forms pertaining to the ac-
counting for work done by the mechanical department, viz. :
Form 4.
Shop Order.
Form 5.
Inter-department Order.
Form 6.
Master Mechanic's Order.
Form 7.
Individual Time Card.
Form 7-A.
Daily Report of Time.
Form 8.
Application for Change in Pay Roll.
Form 9.
Requisitions on Storekeeper for Material
and Sup-
plies.
to shop
The third
section contains the forms pertaining
ecords, viz.:
Form 10.
Record of Car Repairs.
Form 11.
Wheel Report.
Form 12.
Wheel Record.
Form 13.
Armature Report.
Form 14.
Individual Armature Record.
Form 15.
Individual Car Record.
SECTION ONE
It is a well-known fact that most, if not all, troubles and de-
fects in cars and equipments are first noticed in the operating
department. Proper reports as to the condition of the cars should
therefore be made daily by the trainmen, to enable the mechanical
department to trace and take care of the troubles with a greater
degree of accuracy and promptness; having this in mind we sub-
mit herewith Form No. 1.
TRAINMEN S REPORT OF CONDITION OF CARS
When a car is turned into the car house a report as to its con-
dition is made by the trainmen on this form, which is arranged
to include information regarding the "Time In," "Car Number,"
and the "Defects" found to exist in the operation of the car.
When no defects are noticed, the cars are reported "O.K." The
trainmen then sign in the proper place as a certification that the
cars are in the condition stated. When the cars are inspected the
car house foreman notes in the column provided the "Action
Taken," and affixes his signature. It is then carefully checked by
the man in charge of the car house and a report made therefrom,
daily (on Form i-A.) to the master mechanic. The report is
then forwarded to the superintendent of transportation, who,
after approving, passes it on to the claim department for per-
manent file. This report is followed by Form i-A.
SUMMARY OF TRAINMEN'S REPORT OF CONDITION OF CARS
This summary is practically a recapitulation of defects reported
by the trainmen. It is made in duplicate by the man in charge
of the car house, and indicates the disposition of the troubles re-
ported. The original is sent to the master mechanic daily and
the duplicate remains at the car house for future reference.
Some companies may prefer to have the trainmen make a sep-
arate report for each car. To meet this requirement we present
herewith another style of report blank, Form i-B.
TRAINMEN'S REPORT OF CONDITION OF CAR
This form is suggested as a possible substitute for No. 1, and
has the advantage of requiring but very little writing, as it con-
tains the classification of troubles most likely to occur. As a rule,
a check mark only is needed opposite the defect reported. It
may, however, be necessary in some cases in order to more fully
describe the trouble to add a word or two before the check mark.
The trainmen report in space provided the "Length of Deten-
tion," "Place of Trouble" and give other detailed information
regarding the troubles encountered.
The report is made in duplicate and both copies are sent to the
despatcher, who immediately forwards the original to the shop
foreman. When the defects are not sufficient to render the car
unfit for service, the report is handed in by the trainmen upon
arrival at the car house.
It will be noted that no provision is made on this form for the
action taken by the car house foreman; neither is it intended to
form any part of the records in the claim department. The orig-
inal should be filed, however, in the master mechanic's office
where it may be obtained by the claim department, if desired.
The size and shape of the blank can be altered to meet the de-
mands, and the trouble classification can be made more in detail.
It is recommended that this form be made in manifold paper,
with a carbon back to the original. In filing the original it
should be folded in the center, and the carbon side of the sheet
folded on itself to prevent its coming in contact with other sheets.
It is necessary to follow up this report with a summary of
troubles, which is provided for in Form i-C.
SUMMARY OF TRAINMEN'S REPORT OF CONDITION OF CARS
This blank needs no lengthy explanation; as the note thereon
indicates, it is made in duplicate by the man in charge of the car
house and contains a recapitulation of the troubles reported by
the trainmen on Form i-B. The original is sent to the master
mechanic and the duplicate forwarded to the superintendent of
transportation.
The two systems for the reporting of defects by the operating
department have been traced to their destination, and we pass
on to Form 2.
CAR INSPECTOR'S DAILY REPORT
This form is divided into two sections, one for "Cars in Good
Condition" and the other for "Cars Needing Repairs." It also
contains, on the back, a classification of most of the troubles per-
taining to cars and their equipment. In reporting a car in good
condition, the inspector places the car number in the column
provided. If he desires to report a defective car, the number per-
taining to the particular defect is obtained from the back of the
blank and inserted in the proper column.
The various troubles enumerated on the back of this form
illustrate the principle and are not offered as definite terms or
numbers.
The column headed "Foreman's Column, Action Taken," is
used by the foreman in noting whether the "Repairs were made,"
"Car held in," "Car sent to shop," or whatever action was taken
in the matter. Provision is also made for reporting cars lubri-
cated. When defective cars are sent to the shops for repairs, a
notice or report should be forwarded to the mechanical depart-
ment. A tag is suggested for this purpose, Form 3.
CAR TAG
The man in charge of the car house fills out one of these tags
for each defective car sent to the repair shops. It is attached to
the car, and contains the "Car Number," "Line," "Date," "Time,"
"Trouble Numbers," and remains with the car until the repairs
are made, when it is detached, and on the reverse side full in-
October 15, 1904.]
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October 15, 1904. J
STREET RAILWAY JOURNAL.
formation given regarding the "Repairs Made," "Date Com-
pleted" and "Names of Repairmen." It is then examined and
signed by the shop foreman, who turns it over to the master
mechanic for his record.
SECTION TWO
The mechanical department is frequently called upon to manu-
facture material and make repairs of an extraordinary nature and,
as it is essential to know the exact cost and have a record of the
work, it is important that a system be installed so that the cost
and other data can be readily obtained. The first blank sug-
gested for this system is Form 4.
SHOP ORDER
This order is made in triplicate; the first sheet, stating what is
required, is forwarded to the master mechanic with instructions
to have all. labor performed and material furnished in connection
with the order charged to Shop Order No. , and notify the
auditor when the work is completed. The second and third
sheets, which are carbon copies of the first in so far as the de-
scription of the order is concerned, are sent to the auditor and
contain columns in which to note the cost of labor and material.
In case the order is to manufacture material, the third sheet is
forwarded to the storekeeper, who inserts in the proper columns
the "Date" and "Quantity Received." If the stock ledger is kept
at the storeroom, the storekeeper can obtain the cost of labor
and material from the auditing department.
The master mechanic can also obtain the total labor and mate-
rial cost from the auditing department, and if desired, the first
sheet can be made the same size as the second and third, and col-
umns provided thereon in which to insert the labor and material
cost.
We have also prepared a form of order for use between depart-
ments, Form 5.
INTER-DEPARTMENT ORDER
When a department desires labor or material from another de-
partment, this form is suggested. The names of the departments
are listed, and it is only necessary to underline the one desired
to fill the order. The account to be charged is inserted and a full
description of what is required given. It may be made in dupli-
cate if desired.
The next blank to be considered is the master mechanic's order
to his shop foremen. Form 6.
MASTER MECHANIC'S ORDER
When the master mechanic receives a shop order (Form 4), he
fills out one of these blanks for each foreman interested. All of
these orders bear numbers identical with the shop order. The
foreman after completing the order makes a full report, in the
space provided, to the master mechanic. This form is made in
duplicate and the report filed by the master mechanic as his
record. If desired, the back of the blank can be arranged for
labor and material cost.
In taking up the subject of time cards, two forms are suggested,
the first being Form 7.
INDIVIDUAL TIME CARD
This card has printed thereon the "Account Names" and "Num-
bers" most likely to be used in distributing the time. Blank spaces
are left for miscellaneous work or accounts not printed on the
card and the employee's name. ■>
The master mechanic, by referring to the time card, can note
the total time worked by employees and the exact time charged
to each account. These cards are turned over by the foreman to
the timekeeper. If a time clock is employed, these slips can be
readily checked against the clock record.
The second form of time card is provided with spaces in which
to report the time of a crew, and is covered by Form 7-.A
DAILY REPORT OF TIME
As stated above, this blank is intended for use in recording the
time of a crew. It contains spaces for the "Names of the Em-
ployees," "Hours Worked," "Rate," "Total Amount Due" and
the "Account Number" to which the time is charged.
Space is left to the right of the blank for miscellaneous charges
The next blank to be considered is Form 8.
APPLICATION FOR CHANGE IN PAY-ROLL
It often becomes necessary to change the rate of employees or
to increase the working force. When this is done the auditing
department should be notified to enable them to check the pay-
roll. The above blank is intended for such notice, and is pro-
vided with lines for "Date," "Officer to Whom Addressed,"
"Name of Department Requesting the Change," "Date when the
Change Becomes Effective" and additional lines for full explana-
tion as to why the change is desired. It is signed by the head of
the department requesting the change, approved by the proper
officer and forwarded to the auditing department.
701
<•-. .
1- ■
We now come to the reqiu r ir ^riaWrra supplies, Form o.
REQUISITION FOR MATERIAL AN1? SUPPLIES*
In preparing this blank reference was made , to- 'the "Report of
the committee on standard blanks and accounting for material
and supplies," approved at the Detroit convention of the Ac-
countants' Association in October, 1902, but np blank was sub-
mitted to cover this requirement.- The committee, therefore,
recommends this form for use in df.awing material and supplies
from the storeroom as and when required by the shop depart-
ment. It is made in duplicate by the foreman and approved by
the master mechanic. The original is sent to the storekeeper
and the duplicate retained by the master mechanic.
SECTION THREE
The blanks submitted in this section illustrate the method the
committee has to suggest for keeping the records of various
parts of the equipment, with the report forms necessary for mak-
ing the record.
The first blank in order is Form 10.
RECORD OF CAR REPAIRS
This form is prepared ior the purpose of recording the repairs
made to each car. It will be noted that the blank has printed
thereon the principal parts of a car. The repairs made are in-
dicated by placing an "X" in the proper columns opposite the
date; whenever possible, the number of repairs made should be
recorded, omitting the "X." This blank can be enlarged or re-
duced to meet any requirements.
The next blank in order is Form 11.
WHEEL REPORT
As the name implies, this form is used, in connection with plac-
ing and replacing wheels, and is arranged to indicate the "Car
Number," "Date," "The Numbers and Circumference of the
Wheels Taken Out and Put In" and the cause of removal, to-
gether with other information needed to make a complete report.
It is filled out by the foreman, turned over to the master mechanic
and recorded on Form 12.
WHEEL RECORD
This blank may be in book or card form. It is provided with
spaces in which to record the "Wheel Number," "Car Number,"
"Date In," "Circumference," "Date Out," "Cause of Removal"
and "Mileage." Provision is also made for several removals and
replacements. Mileage is quite an essential feature of the report,
especially to the companies purchasing wheels under a guaran-
teed mileage. The committee recommends that the master
mechanic be given a statement of the mileage made by the in
dividual cars under his care. It should be kept in a mileage
book and used in connection with the various records. This
blank is followed by Form 13.
ARMATURE REPORT
This report is in the form of a tag and is attached to each arma-
ture when removed from the car, where it remains in its entirety
and the repairs recorded thereon, as made. After the repairs are
completed, and as the armature is sent from the shop, the lower
portion of the tag is detached from the stub and passed to the
master mechanic's office. The stub remains with the armature
until placed in the car, when it is filled out, signed and turned into
the master mechanic's office by the foreman. As the tag is liable
to become soiled, it will be more legible if written in red ink. The
data on this tag furnishes the information for filling out Form 14.
INDIVIDUAL ARMATURE RECORD
This record is arranged on the same principle as the record of
car repairs, and in noting the repairs made the same rules apply.
This record will be more convenient in card form.
The last blank under consideration is Form 15.
INDIVIDUAL CAR RECORD
This blank is in card form and. if properly filled out. will be-
come one of the most important records in the mechanical de
partment. Spaces are provided for the "Car Number." "Type of
Car," "Builder" and other detail information.
The committee desires to thank the members of the above as-
sociations for their kind and prompt co-operation in sending
blanks when requested. Respectfully submitted,
H. H. Adams. Superintendent of Shops,
The United Railways & Electric Company, Baltimore, Md.
H. E. Farrington, Superintendent of Car Repairs,
Boston & Northern Street Railway Company, Chelsea, Mass.
For the American Railway Mechanical & Electrical Association.
H. M. Pease, Auditor,
International Railway Company, Buffalo, N. Y.
W. G. McDole, Auditor,
The Cleveland Electric Railway Company, Cleveland, Ohio.
For the Street Railway Accountants' Association of America.
702
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
WHEEL MATTERS
BY J. MILLAR
Superintendent Rolling Stock, International Railway Company, Buffalo, N. Y.
The question of the proper type and maintenance of wheels
used under interurban cars which are operated over city streets
for any considerable distance, also over more or less special work,
has developed into a problem of great importance to the master
mechanic.
The ordinary chilled iron wheel with i-in. flange is ruinous to
special work in the city. We formely used a 500-lb. chilled iron
wheel with 2^4-in. tread and J^-in. flange on our Lockport divi-
sion, and a 450-lb. wheel with the same tread and flange on the
Niagara Falls division. With both of these wheels we had an
unlimited amount of trouble with chipped flanges, having to
remove many of them for this reason before they were half worn
out, and in several instances, after making but a few trips. As a
matter of precaution, I found it necessary to have all wheels care-
fully examined each trip at both ends of the lines.
We are now using two types of wheels under our interurban
cars; steel tired and rolled steel wheels, with 2,y2-\n. tread and
%-in flange. The rolled steel wheels have given very fair results,
with the exception of a few which have had to be removed on
account of defective plates. As to flange wear, the results with
both have been very good. The rolled steel wheels made an
A COMPARISON OF FLANGES SHOWING WEAR
average of 35,000 miles before they were taken out to be turned
up for the first time, and a few have been turned up the second
time with an average of 25,000 miles for the second run. We have
only one car equipped with steel-tired wheels that has been in
service long enough to get any definite data as to wear of flange
and tread. These wheels have been in service about five and a
half months and have made 34,960 miles. The flange wear is very
satisfactory, as can be seen by the following sketches showing
section of tread and flange when new and after making the above
mileage.
You will notice that the flange is lower after having been in
service than it was originally, although I use a brake-shoe that
does not wear on the flange. This I attribute to the special work
inside the city limits, the depth of the groove not being enough
to maintain a %-in. flange. However, we now have no more
broken or chipped flanges and, as a factor of safety, they are far
better than the chilled wheels. The only examination necessary
now is for flange wear, which is done in the car stations, whereas,
as is stated above, chilled wheels had to be examined each trip at
both ends of the lines.
With both the steel tired and rolled steel wheels, I find that
the flanges wear thin on one side of the car, while on the opposite
side they are in good condition, necessitating their removal to be
turned up sooner than the natural wear would warrant; this I
attribue, to a large extent, to the constant running of the car from
the same end, which is well known to cause irregular wear.
There are two arguments strongly in favor of the steel tired
and rolled steel wheels; first, the factor of safety; second, their
freedom from flat spots. During the fourteen months we have
had them in use I have not had to remove a single pair on ac-
count of being flat.
In summing up steel tired and rolled steel wheels, I will say
that the additional safety obtained from their use is of itself
enough to warrant their adoption by all roads using high-speed
interurban cars.
As to "chilled wheels," in following up the evolutions of cast-
iron chilled wheels from the time of the old horse car days when
with many — "a wheel was a wheel," it has been very interesting to
note the changes in size, shape and weight, and it has convinced
me that the changes have been a betterment to all matters per-
taining to rolling stock. We are to-day using far better wheels
than ever before; the mileage derived from cast-iron chilled
wheels has in the past few years more than doubled itself. This
is evident from the fact that the manufacturers have, during the
past decade, raised their guaranteed mileage from 20,000 to 40,000
miles, which in itself indicates that progress in wheel manufacture
has kept pace with other improvements pertinent to electric rail-
roading.
I have had the mileage taken of 1458 cast-iron wheels (of the
400-lb. type, standard for our city cars) which were removed dur-
ing the past two years. These wheels made a total of 58,340,578
miles, or an average of 40,014 miles per wheel. Of this number,
24 were removed on account of having been broken, 186 for
chipped flanges and the balance, 1248, were worn out.
In regard to flat wheels, if, when first noticed, a good wheel-
truing shoe is applied, much trouble can be warded off, but if too
flat for a wheel-truing shoe, grinding down on a grinding machine
is the only remedy.
My experience with the grinding of chilled wheels, and after
considerable study, prompts me to state that I strongly advocate
their being reground, providing the regrinding is done in time,
though I am aware that quite a number of heads of mechanical
departments are of an adverse opinion. It is impossible for me to
give accurate figures here as to the length of time required to
grind flat spots out, owing to the variance in the flats themselves;
however, on averaging the time, I can safely say that to regrind
a pair of wheels on account of "slid flat" with a spot about il/> ins.
long, it will take about 30 minutes actual grinding.
In pressing wheels on axles, a competent man is an absolute
necessity, as the result of carelessness is obvious to all acquainted
with the work. He must be accurate in the mating of wheels
applied to an axle, and as nearly so as possible, the four wheels in
a truck.
The pressure required to press wheels on the axle depends en-
tirely on the quality of metal used in the wheels, also on the axles.
The average pressure I use, however, is thirty tons.
In the above I have set forth a few matters which have devel-
oped in my experience, and hope that they will provoke comment
and discussion which will of themselves be of material benefit to
all interested.
TRANSFERS— THEIR USES AND ABUSES
BY LEON JEWELL
It is the constant endeavor of street railway companies to pro-
vide the best service and all transportation facilities possible,
under the conditions met with in the operation of their roads, as
well as to offer every inducement to the people to ride on the
cars, in order to create and develop the traffic to the mutual ad-
vantage and benefit of the companies as well as their patrons.
Primarily, this is the first and all important "Use" of the transfer.
Its purpose is not to lengthen the ride, but to obviate the neces-
sity of making trips on different routes by direct through lines,
so that passengers may be carried directly and quickly to their
objective points for one fare.
A few years ago, when the electric cars were first being intro-
duced, the people were inclined to take the longest ride possible
for one fare, but the novelty soon wore off, and the tendency
changed to taking the shortest possible route to their destinations.
The issuing of a transfer does not, in all cases, necessarily mean
that the rate of fare has been cut in two, but that there has been
created, between certain sections, a traffic which did not formerly
exist prior to the introduction of a transfer system. Without
transfers, each line practically serves only its immediate neigh-
borhood, as the people upon whom street railway companies de-
pend for patronage cannot afford to pay more than a single fare
in going to or from their various destinations.
By the use of transfers the necessity of direct lines of cars for
different destinations is eliminated; travel in opposite directions is
•established which does not require an increase of car mileage; the
traveling public is offered an attraction in the way of cheap
October 15, 1904.]
STREET RAILWAY JOURNAL.
703
transportation for short distances over zig-zag routes not cov-
ered by direct lines of cars; the habit of street car riding is ac-
quired from carrying passengers, for one fare, around two sides
of a section, when such journeys were formerly left out, or walked,
on account of the required two, three, and even four fares, which
were considered too great an outlay for the distance covered.
"Abuses" in the operation of a transfer system will constantly
arise. Different methods, remedies, safeguards, restrictions, etc.,
for the correction of these abuses have been adopted in different
cities, by which some degree of protection has been secured in a
majority of cases.
The principal and most odious abuses of a transfer system are
the exchange, brokerage and transferring of transfers. These
abuses can be fairly well controlled and kept within due bounds
at ordinary transfer points, but at downtown common centers the
brokerage in transfers becomes a different proposition and a
menace to the company.
The damage claims that may arise from the transferring of
passengers constitute one of the disadvantages of a transfer sys-
tem and a strong argument against an extension of transfer priv-
ileges.
The abuses perpetrated by employees have been reduced, to a
great extent, by removing from the transfers their cash value to
the conductor. Employees, as a general rule, are very timid, or
conscientious, in regard to giving away transfers, or otherwise
disposing of them, illegitimately. Of course, there are employees
of another nature, but they do not consider the returns of suffi-
cient value to warrant the risk of losing their positions. They
are also restrained through fear of the necessary confederates.
The abuses by employees, in improperly punching, issuing and
honoring transfers, demand and require the closest surveillance
and the strongest safeguards. The correction of these abuses is
often neglected and, as a consequence, the public are not only en-
couraged in their abuse of the use of transfers, but are led to
believe that the unwarranted privileges permitted by employees
are just, and eventually claim them as a right.
My experience with transfers dates back to the fall of 1880. At
that time the transfer system of our company was in its infancy
and was confined to one transfer point until 1884. During that
period the transfers were issued by agents who were stationed at
the transfer point. At hours when business was heavy the agent
could not possibly avoid being imposed upon by people who
mingled with the passengers and demanded transfers.
At first, a small card punched so as to indicate the number of
transfer passengers, was passed from the agent to the conductor.
Under this system it was impossible to tell who were entitled to
ride on the transfer and who should pay cash fare.
Next in order came the small individual transfer slips, which
were dated but unlimited as to time and direction. These trans-
fers were issued by agents and were honored and registered by
the conductors the same as cash fares. The company lost heavily
from the frauds of its conductors under the registration of trans-
fers as cash fares. In order to stop these frauds we stopped the
"ringing up" of the transfers.
In 1884, upon the opening of an additional cross-town line, the
agent system was abolished and the one-hour time limit transfers
were introduced and placed in the hands of conductors for dis-
tribution. From all information that I could gather the time
limit transfers were, at that time, used only in San Francisco, Cal.
The transfer system was confined to a limited section of the
territory covered by our lines until July 5, 1888, at which time we
voluntarily established the transfer system over our whole terri-
tory. The following extract is from a notice given the public at
that time:
" * * * By this arrangement residents in all portions of the
south division of the city, Town of Lake and Hyde Park carried
by the lines of this company, will be enabled to reach Washington
and Jackson Parks, or the center of the city, for one fare * * *
and is attempted by the management in the hope that the territory
will be rapidly developed, and the volume of travel be sufficiently
increased to warrant this experiment being made permanent, and
that many of the lines not now paying operating expenses be
rendered self-sustaining * * *"
The experiment was made permanent and the lines self-sustain-
ing. New lines were established and extensions made to addi-
tional territory. The increase of traffic over the normal increase
was principally for short distances which were formerly walked,
as well as from the fact that the people were not backward in ap-
preciating the one fare system and in locating their homes ac-
cordingly.
Previous to July 5, 1888, we collected as high as four cash fares
from a passenger for one continuous ride for which we now re-
ceive only one cash fare. At that time our territory extended
into three different townships, but at the present time it is all
within one township, brought about by annexation.
Our transfer system from 1888 to 1902 allowed a passenger to
transfer from the trunk lines upon a cash fare or transfer, but
from the cross-town lines a passenger would be transferred only
upon payment of a cash fare.
On Dec. 7, 1902, we inaugurated our present transfer system,
under which a passenger, on the payment of one cash fare, may
ride in any one general direction as far as the cars of our com-
pany will carry him. For instance, a passenger on a southbound
car will, upon request at time of paying cash fare, receive a trans-
fer, good, within a limited time, to any intersecting east, west or
south line. If the passenger takes a westbound car, whereby he
establishes his general direction of travel, the conductor will
honor and issue in exchange for this transfer one entitling the
passenger to ride south or west, and the passenger may then ex-
change that transfer for one good on south or westbound cars, to
the extreme southern or western limits reached by the lines of
this company. This enables our patrons to travel from one
to any other side of a section reached by our lines on payment of
one cash fare. It would be impracticable, without the use of our
transfer system, to do this.
The following data of the Chicago City Railway Company, with
respect to the operation of its transfer system, as representing the
growth and development of the use of transfers over a period of
twenty years, 1884 to 1904, may be of interest:
1884 1904
Number of distinct lines of cars operated 7 20
Number of distinct routes operated 19 182
Number of transfer points 2 94
Maximum possible number of transfers issued for one
continuous ride in one general direction 1 19
Average number of transfer passengers carried daily 4,000 207,728
Percentage of transfer passengers to fare passengers 4.6% 50.7%
Percentage of transfer passengers to fare and transfer
passengers 4.4% 37.0%
Average fare per passenger (fare and transfer pas-
sengers) $0.0478 $0.0313
Length of longest line, miles 4.59 9.78
Average length of all lines, miles 3.38 5.37
Longest transfer route possible, miles 4.39 15.74
From what has been said in this paper, it would appear that the
"Uses" and "Abuses" of "Transfers" could be summarized briefly,
as follows:
USES
(a) To increase the transportation facilities, whereby passen-
gers can be carried in different directions, by shorter and more
direct routes.
(b) To offer additional inducements to ride, thereby creating
and developing increased traffic.
(c) To better serve the traffic of each individual line. To re-
duce the number of direct through lines and increase car mileage.
ABUSES
(a) The improper and fraudulent acts of conductors in connec-
tion with the handling of transfers.
(b) The brokerage or trafficking in transfers, especially by
newsboys.
(c) The improper transferring and exchanging of transfers by
passengers.
(d) The possible increase of damage claims, arising from the
operation of a transfer system.
As to whether the advantages of the "uses" of transfers out-
weigh the disadvantages of the "abuses," or vice versa, depends
on the specific conditions that each company operates under.
♦♦♦
THE IDEAL SHOP
BY W. D. WRIGHT
Superintendent of Equipment, the Rhode Island Company, Providence, R. I.
The writer wonders if it would ever be possible to build an ideal
shop for street railway work to meet all conditions. Local sur-
roundings must necessarily govern to a certain extent the plans
and construction of such a building, and the details of arrange-
ment for the various departments and the necessary apparatus and
fittings, must vary according to the different methods employed in
doing the work on different roads. So it appears that in the face
of. these varying conditions, we can only consider under the head
of "The Ideal Shop" a general plan for its lay-out, subject to
changes which the local conditions would make necessary. In
fact, the subject of this article might have been more properly:
"A Few Suggestions for an Ideal Shop."
In the first place, "Let there be light," as it was in the begin-
ning. This matter should have due consideration from the be-
ginning to the end of the plans. Daylight is one of the greatest
blessings we enjoy. Why shut it out? It costs nothing, and we
7Q4
STREET
RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
PLAN OF
MODEL SHOP
October 15, 1904.]
STREET RAILWAY JOURNAL.
705
cannot have too much of it in our shop if it is of the right quality.
Men can do more work and better work because of it, and any
extra expense incurred to obtain abundance of good light in a
workshop is money well spent.
To this end, I think all will agree, that the ideal shop should
consist of a building or buildings one story high.
As shown in the accompanying general plan and section of an
arrangement of buildings which appeals to me as one that would
be convenient, light and reasonable in cost, and which I submit
for your consideration and criticism, the shop consists of two one-
story buildings on either side of a transfer track. This plan is
laid out regardless of size or shape of lot, although this condition
we will probably never enjoy in actual practice. I should prefer
a depth of building sufficient to accommodate two double-truck,
or three single-truck cars on a track, which would permit of shift-
ing a car without disturbing more than one or two others.
For the main buildings, I would advise brick construction, with
a plank roof, covered with tar and gravel. The roof covering the
transfer track can be built entirely of metal, in which case the two
main shop buildings would not be connected by any inflammable
material.
Granolithic cement makes a good, clean and durable floor. The
only objection that I know of is that workmen, when obliged to
stand on it all day, complain that it affects their feet and legs.
Grooved rails should be used with this floor to prevent chipping
by the wheel flanges. Tracks should be well spread, to give
plenty of room between cars. I have found 13-ft. centers to be
very comfortable.
Partitions separating the different departments can be built of
in New Orleans or San Francisco. Therefore, I will venture to
suggest only a few points which I think may be applicable in
general and all important to the successful maintenance of elec-
trical equipment, together with a brief description of methods of
inspection and repairs of electrical equipment on the Boston
Elevated Railway.
The education of the motorman may not be considered as
within the scope of this paper. It is, nevertheless, a fact that the
manner in which the car is handled has a very material bearing on
the maintenance of the electrical equipment; therefore its care
should begin at this point. The mechanical department should
work hand in hand with the operating department for the proper
education and discipline of the motorman, and the running down
of ignorant and careless handling of equipment. The advancing
of controller too quickly, running on resistance points, unneces-
sary reversing, failing to cut out defective motor, the substitution
of "any old thing" for a fuse, improper closing of switches, run-
ning at high speed through water, and running with both power
and brakes on, are a few of the things that bring trouble and ex-
pense to the electrical equipment. Money expended for the in-
struction and inspection of motormen is, in the opinion of the
writer, well spent.
Defects in the equipment, however slight, should be promptly
reported to the proper authority, and in such a manner that they
cannot be overlooked. This can best be accomplished by a sys-
tem of written reports, and instead of the motorman or conductor
turning in a car with the verbal report that "This car is on the
bum; it was no good when I took it," they should be required to
report on a form, provided for that purpose, the nature of the
SCALE 1IN.= 20FT
CROSS SECTION OF MODEL SHOP
a single layer of four compartment vitrified building tile, which
can be taken down easily, as changes and extensions become
necessary, and used over again.
Swing windows, operated from the ground floor by a system of
rods and gears, as shown in the plan, will give both light and
ventilation to this portion of the building. I find swing doors
with two truss rods to be most serviceable and durable. They
take up room when open, however, and no doubt for this reason
many would prefer the metal shutter.
Heating, I think, can best be accomplished by steam, unless the
climate is mild, when a hot-air circulating system might be
preferable. A good sprinkler system should be installed in the
shop buildings, with a hydrant system for hose in addition.
Of course, our ideal shop would be fitted with the most ap-
proved types of cranes, air hoists and general machinery for doing
good work expeditiously, and a storage yard adjoining will be
found quite necessary for wheels, scrap iron, etc., and should
contain a good platform scale.
♦♦♦
MAINTENANCE AND INSPECTION OF ELECTRICAL
EQUIPMENT , ,
BY JOHN LINDALL
General Foreman of Shops, Elevated Division, Boston Elevated Railway,
Boston, Mass.
The difference between success and failure in the "Maintenance
and Inspection of Electrical Equipment" very often means divi-
dends or no dividends. Therefore, it behooves the responsible
head of this department to give much thought and careful study
to this part of the work, ever bearing in mind the old maxim, "A
stitch in time," etc., which is never better applied than in the care
of electrical equipment.
I realize that the time allowed for the preparation of this paper
will not permit me to go into details of inspection and repairs
of electrical equipment, even if I were capable of so doing, and it
would be presumptuous indeed for me to attempt to tell the mem-
bers of this association what is the best practice in this line, as
climatic and operating conditions vary to such an extent that
what is good practice in New England might be very poor policy
defect, and in case of serious trouble, the location on the line at
which it occurred, with a brief statement of the conditions of
operation, etc., at that time. This report not only has a morally
beneficial effect upon the motorman or the conductor, but when
sent to the mechanical department with the defective car, it is of
material assistance in locating and determining the cause of the
trouble. When evidence of improper handling or carelessness of
men is found, the report, with foreman's statement to that effect,
should be forwarded to the superintendent, where the question
of instruction or discipline is decided.
The proper recording and tabulating of defects is very essential
to the successful maintenance of equipment. Simply recording
the various failures each day is not sufficient, as the value lies in
being able to make quick comparisons, by week, month or year,
and to see at a glance whether the various failures are on the
increase or decrease, and calling attention to the points which are
the most in need of improvement. The history and record of de-
fects of a piece of apparatus should also always be at hand and
consulted by the man whose judgment determines the course of
treatment. I am very sure that the report prepared by the joint
committee of Accountants and Master Mechanics will contain
timely and valuable information along this line.
One of the most important factors that we have to deal with
in this problem is the education of electrical inspectors and repair-
men. The writer is of the opinion that sufficient attention has not
been given to obtaining, instructing and retaining in the service
competent men, and when we consider that about two-thirds of
the cost of maintenance is chargeable to labor account, it certainly
seems that too much consideration can not be given to this point.
The development of good men to care for the equipment has not
kept pace with the development of the equipment itself. There-
fore, greater inducements should be held out to attract reliable
and capable young men to the service. This is not merely a
question of wages — congenial surroundings are necessary. I have
recently had occasion to visit certain shops and car houses, the
equipment of which was comparatively new, yet the conditions
were such that no self-respecting man would stop in them. Shops
should be properly laid out for the work, kept clean, well lighted,
and heated in cold weather. The work necessarily being dirty,
lockers for clothing, as well as ample toilet accommodations,
should be provided, which would enable the men to leave the
shops appearing clean and respectable. These are not luxu-
706
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
ries, but actual necessities, which no well regulated company can
afford to be without. They mean a better class of men, better
work and more of it. Work should be laid out in such a manner
that defective or careless work can be traced back, without any
question as to what man is responsible. The men should under-
stand this, also that a record is kept of the cost of work per-
formed by the different men, and that they will be held responsible
for results. They should be brought to realize that advancement
does not depend merely on length of service, but on their record
for obtaining good results at the least cost.
Master mechanics and foremen in figuring to accomplish the
greatest amount of work to-day, should also consider the ques-
tion of making men for the needs of the future, and should make
it a point to have men fitted for any vacancy that may occur.
They should realize that there is even more credit in turning out
good men than there is in turning out good work, and a man
who will not impart knowledge to his subordinates, for fear that
they will know as much as he himself knows, is not worthy of the
position which he holds. Men should be taught why — as well as
how — to do work, and to work from cause and effect. They
should read the effects to find causes, and not guess at them. A
controller which has flashed shows, just as clearly as if photo-
graphed, the position of the cylinder at the time of the trouble
(if care is taken to note the evidence before it is destroyed) and
it is then easy to determine whether it is a case of hot-touch, in-
sulation breakdown, or lack of current-handling capacity.
The practice of some companies of supplying railroad literature
to lobbies, for the use of motormen and conductors, can not be
too highly commended, but I would suggest that if this privilege
were extended to inspectors and repair men, it would be appreci-
ated and bring good returns. Of course the periodicals would
not be read during working hours, but should be made to some
extent circulating- — one man taking a paper to his home for a day
or two, then pass it along to another man. In this manner an
opportunity would be afforded for men to keep posted on the
latest improvements and practices, and it would also stimulate an
interest in their work.
The inspection of electrical equipment, whether it be on a time
basis or mileage plan^ should be systematic, and not considered
as something to be done when it is convenient and let go undone
when it is not. The question of how often to inspect depends
entirely upon the equipment and conditions of operation and can
best be determined by experiment. It is possible to do too much
inspecting, and a great deal of money can be wasted in this man-
ner, but with careful tests to determine how long the different
parts of equipment will run successfully without attention, and a
system which insures the necessary attention being given at -the
required time, the chances of failure in service and cost of inspec-
tion are reduced to a minimum. We must, not, however, lose
sight of the fact that the primary object of inspection is to pre-
vent failure of equipment in service, and that we should weigh
the cost of inspection against the direct loss in revenue, wages of
trainmen while handling crippled cars and loss of patronage due
to interrupted service. I might also add the loss caused by the
line becoming blockaded during snow . storms on account of fail-
ures in electrical equipment of cars or plows; and we would not
have to go farther back than last winter to find a number of cases
where the line would not have become tied up if that car or plow
had not "laid down" at a critical moment, thereby causing a
blockade which might have been prevented by proper inspection.
Under the system of inspection on the Boston Elevated Rail-
way surface lines, trolleys, switches, controllers and motors are
inspected after three days' service, with the exception of brushes
and armature grease-cups of some W. P. motors, which are in
severe service, and are inspected every day. In general, this in-
spection is as follows:
Trolleys; to see that pole is straight and securely fastened, that
the harp is tight in the pole, and that there are at least three days'
wear in the wheel; that contact springs, washers, bushings and
spindles are not seriously worn and are properly lubricated.
Controllers; to see that they are clean and properly lubricated,
that contacts make and break at proper points, that fingers and
tips are sufficient for at least three days' wear and that they are
not rough and cutting; that cut-out switches work properly, and
that wires are firm and show no evidence of heating at terminals.
Main switches, fuse boxes and lightning arresters; to see that
contacts are sufficient and in good condition, and that wires are
secure in terminals.
Resistance; to see that they are not seriously burned, that they
are secure, and connections firm.
Motors; to see that connections and leads are secure and not
chafing, also that brushes are not broken and are good for three
days' wear, that the brush holder insulation is clean, and that
there is sufficient tension in springs, that commutators are clean
and smooth, that bearings are properly lubricated, that there is
sufficient clearance between armatures and pole-pieces, that pinion
and gears are tight, that motor gear case and axle collar bolts are
tight, and that the casings are not cracked.
The monthly inspection consisis of opening up motors for in-
spection and cleaning, lubricating and cleaning trolley stands and
trolley catchers. Controllers are taken apart yearly, thoroughly
cleaned and painted and insulating material shellaced. The wires
are also inspected yearly for insulation weakness.
The inspection of the electrical equipment on the elevated trains
differs from the surface car inspection but slightly. Contact
shoes, switches, controllers and motors are inspected twice a week
— no inspection work being done on Sunday. The inspection of
controllers with the multiple-unit system includes the inspection
of master controllers, pilot motors and relays, and testing them.
The motor compressor is inspected weekly.
I have already suggested that the best system of inspection is
one that is frequent enough to take care properly of the equip-
ment with the least inconvenience to the service. This requires
that when a train is due for inspection it should be complete and
all parts requiring inspection should be attended to promptly, so
that the train may be returned to service and other trains due for
inspection taken off without interference with train schedule. It
frequently occurs that an inspector finds a part of the equipment
which would require considerable time to repair properly, and in
order to avoid the necessity of hurried or make-shift repairs or
inspection, the system in vogue on the Boston Elevated does not
require the inspector to do anything but inspect and make very
light repairs. Equipment requiring extra attention is reported
to the foreman, who details repair men to that work, therefore
no excuse is accepted from inspectors for allowing equipment to
go by which is in need of attention. They are held strictly re-
sponsible, and are required to report over their signatures the
numbers of the cars inspected each day — which practically
amounts to a written guarantee of their work. The inspection is
made by two crews, each crew being responsible for an equal
number of cars; in this manner accurate comparisons can be
made and quite a healthy competition aroused, each man trying to
make his record just as good or a little better than the other
fellow's.
The manufacturing companies have evidently given the ques-
tion of inspection considerable thought, particularly in their latest
types of multiple-unit control, where necessary inspection has
been reduced very materially.
No repairs are made to electrical equipment at the car houses
of the Boston Elevated, except the changing of defective parts.
Switches, rheostats, control cylinders, armatures and fields are
sent to the Albany Street shops for repairs; where also are manu-
factured for the company's use, field and armature coils, com-
mutators, motor bearings, brush holders, trolley wheels, contact
fingers, plates, bases, etc.
It may not be out of place to mention at this time a change
which we have made in the usual type of contact fingers and cylin-
der plates. It is not necessary for me to call your attention to
the very small percentage of copper which is actually consumed
from plates and fingers of the cylinder type of controllers, as com-
pared with the amount which is scrapped, on account of the neces-
sity of maintaining the points of contact at their proper degree
for the successful operation of the controller, or to the serious
proportion in which this expense grows with the increase of cur-
rent to be handled. I will, however, ask you to consider this in
connection with a very simple but effective means of reducing
this cost, which has been found in the adoption of tips for both
contact plates and fingers, making it necessary to renew only that
part which is consumed or damaged by the arc in breaking cur-
rent. The fingers are made of cast bronze of about the usual
shape and are recessed on the Inside, at the end, to receive the
copper tip which is secured by two C. S. machine screws. The
tip copper is drawn in bars of the required cross section, and
the only work necessary is the cutting in proper lengths and
drilling and tapping for the two machine screws. The application
of the plate tip is still simpler. New plates are not required, as
the old plates with the ends worn to the limit are put in a milling
machine and the ends cut off and a groove cut for interlocking
with the tip, which is drawn of proper shape and cross section,
so the only work necessary on it is the cutting off in the required
lengths, the same kind of tip being used on all controller plates.
This device has been in successful operation for nearly a year and
has been patented.
To the men responsible for the maintenance of motors, there is
probably nothing which has given more worry, or been so thor-
oughly non-responsive to local treatment, as motor flash-overs.
In the writer's experience, this trouble developed with multipolar
motors and the higher speed and voltages, and has been present
more or less in all motors of this type under the above mentioned
conditions. Elevated service with multiple-unit system and third-
October 15, 1904.]
STREET RAILWAY JOURNAL.
707
rail feeders, etc., is particularly favorable for producing conditions
which contribute generously to the combination effecting flash-
overs, and it frequently occurs that, motors on all the cars in a
train flash-over at the same time. Engineers are at present giving
this matter thorough study. The principal remedy appears to lie
in increasing the size of the motor so as to render it less sensi-
tive, and we trust that in the near future motors will be manufac-
tured which will not flash-over. This will surely effect a con-
siderable saving in their maintenance, as burnt brush holders,
springs, armature and field coils, resulting from flash-overs, is not
a small item.
»♦♦
STEAM TURBINES
BY RICHARD H. RICE
The field of usefuless for the steam turbine as a prime mover is
not confined to large units. The first turbines of Parsons and of
Curtis were small, but on account of the improvement in economies
to be effected by the mere increase in capacity, development rapidly
proceeded in this direction. The small units have not been neglected,
however, and various sizes of small units directly connected to gen-
erators have been produced and placed in commercial operation.
The problems of design which have to be solved in the small units
are of a somewhat different character from those inherent in the
large sizes. In order to keep the dimensions and cost of apparatus
at a proportionate figure the diameters of bucket wheels must be
kept small, and this leads to a comparatively high speed. These
speeds must be chosen with reference to the possibilities of gen-
erator design in order that the units may be direct-connected.
Therefore, a proper balance must be struck between the require-
ments of the turbine and those of the generator. The speed neces-
sary in the small units (from 1800 to 5000 r. p. m.) give rise to a
set of conditions not met with in large units and certain differ-
ences in design have arisen from this fact.
The Curtis principle is useful in keeping speeds of rotation down,
and all the Curtis turbines are made without gearing for connec-
tion to generators. The accompanying table gives the sizes de-
veloped below 500 kw rated capacity with the principal particulars
of the design. A number of these small units are in commercial
operation and giving good satisfaction and a still greater number
are in course of manufacture.
TABLE
Rated
Capacity,
Kw
Speed of
Shaft,
R. P. M,
Condensing;
or Non-
condensing
No. of
Stages
Current
Poles
Voltage
1%
5,000
Non-cond.
1
Dir. Cur.
2
60
15
4,000-4.500
1
2
RO-125
25
3,600
1
S
125-250
75
2,400
N-c. & Cond.
2
4
125-250
100
3,600
Cond.
3
Alt. Cur.
2
2,300
150
2,000
N-c. & Cond.
3 & 4
Dir. Cur.
4
125-250
300
1,800
N-c. & Cond.
3 & i
D. C. & A. C.
4
250,500 & 2,300
It will be noted that attention has been devoted to the develop-
ment of both non-condensing and condensing types, the three
smaller sizes being for non-condensing service solely.
Some of the special problems which require solution on these
sizes are balance, construction and lubrication of bearings, flexible
couplings between turbine and generator for sizes of 75 kw and
above, and the commutator construction on direct-current appa-
ratus. It is possible to balance the turbine parts statically with
success, to operate at the speeds "given, since the wheels may be
balanced individually and collectively, and the metal of each wheel
is disposed in the form of a flat plate. With the generator, how-
ever, this condition is not present, and, furthermore, we have the
liability of the generator or winding undergoing some change after
being put into service, due to heating and other causes. For this
reason it is necessary to balance the generator parts by rotating
them in a vertical position and suspended by a flexible shaft. The
rotating parts in this system of balancing take up rotation about
the center of gyration of the system and by the addition of bal-
ancing weights at various points this center is made coincident
with the center of rotation of the shaft. Two balancings of
generator parts are usually necessary ; one before, the other after
the generator has been subjected to a heat-run and a high speed
run, the latter being made at speed which is somewhat higher
than the normal running speed of the unit. Due to the symmetrical
shape of the Curtis buckets a very small amount of end thrust has
to be taken care of; whatever thrust exists being due to acci-
dental variations in bucket or nozzle shapes, and this is easily
taken up by hardened steel thrust washers placed on each end of
one of the bearings. No balancing pistons are necessary.
The question of bearings is, of course, a very important one
and has been made the subject of a great deal of investigation.
The bearings now in use are supported on spheres, so that the
bearings are self-aligning. The linings are made in two parts
and lubrication is effected by forced feed from a pump which is
geared to the main shaft of the turbine and supplies oil at a pres-
sure of from 3 lbs. to 6 lbs. per sq. in. The circulation of the oil
is constant, passing from the pump to the bearing, thence to a
reservoir in the pump chamber, from which it again goes to the
130
Load Street Ry.Jouinal
ECONOMY CURVES OF NON-CONDENSING TURBINES
pump. It has not been found necessary to provide any cooling
arrangement for the oil, and a very small amount of make-up oil
is necessary.
The 15 kw set was first used for train lighting service and a
number are now in use for this purpose. Some are placed on the
buffer beam of the locomotive, and others are installed in the
baggage car. The latest forms are also so equipped as to be
capable of being but on top of the boiler just in front of the steam
dome when desired. The conditions of service are widely differ-
ent on the locomotive and in the baggage car. In the former case
the turbine is supplied with steam at 175 lbs. to 200 lbs pressure
and exposed to great variations of temperature. Some trouble
was experienced last winter with the sets mounted on the buffer
beams, due to congealing of the oil circulation, but this was over-
come by the use of a special oil. It is not expected that this
trouble will be met with in the sets which are mounted on top of
ECONOMY CURVE OF 100-KW CONDENSING TURBINE
the boiler. Dust and cinders are very troublesome on the locomo-
tive, and the machine is enclosed as much as possible to prevent
their access to the vital parts. It is, however, necessary to take in a
large quantity of air for the purpose of cooling the generator, and
this air necessarily carries with it a certain proportion of fine
dust, which, however, does not prevent satisfactory operation.
In the baggage car the turbine is normally supplied with steam
at 80 lbs. pressure, but for various reasons the pressure actually
realized varies from this figure down to 40 lbs. While the turbine
can be kept cleaner and is less exposed to temperature changes it
708 STREET RAILWAY JOURNAL. [Vol. XXIV. No. 16.
must be cared for by entirely unskilled attendants. The most of
the train lighting sets now installed are placed in this manner,
and the fact that their operation is satisfactory is good evidence
of the small amount of care needed.
Some of the 25-kw sets are also used for train lighting in the
baggage car, and both these sets are well adapted for the exci-
tation of the fields of large generators, as well as for general pur-
poses. The floor space required is small, the regulation is equal
to that of reciprocating engines, and the sets are automatically
lubricated and require little attention.
The il/2, 15 and 25 kw turbines are governed by throttle valves,
these being of the piston type, moved directly by a very sensitive
and powerful centrifugal governor with spring. The nozzles are
therefore supplied with steam at pressures varying with the
load. The governor joints are supplied with knife edges and do
not require lubrication. All of these machines are of the single-
stage type, having a single group of nozzles with single sets of
buckets, consisting of three rows of moving buckets with corre-
sponding rows of stationary buckets.
The larger sizes are multi-stage and have only two rows of
moving buckets per stage. The method of governor control on
these larger sizes is somewhat different from that just described.
One or more nozzle groups are supplied with steam from a single
poppet valve and a sufficient number of poppet valves is supplied to
furnish the total number of nozzles necessary for developing the
capacity of the turbine. Each poppet valve is therefore the means
of controlling the admission of steam to one or more nozzles and
the governor, by means of an intermediate mechanism, opens or
closes a succession of poppet valves as the demands of the load
require.
Two types of intermediate mechanism for operating these pop-
pet valves have been developed and constructed. The 75-kw tur-
bine is supplied with one of these types, consisting of a hydraulic
cylinder the controlling valve of which is directly actuated by the
governor. A movement of the controlling valve caused by a
change in the speed admits oil to one side or the other of the piston
of this cylinder and a movement of the cylinder results, through
the intermediate mechanism, in the opening or closing of corre-
sponding poppet valves. While the governor remains in any given
position the hydraulic cylinder is also stationary and is locked in its
position by confining the oil in both ends of the cylinder. A move-
ment of the governor produces a corresponding movement of the
hydraulic piston, and when this movement has taken place the parts
come to rest. There is sufficient lost motion and spring in the parts
to ensure that the valve, when opening or closing, will be moved
suddenly a sufficient amount to prevent too much throttling at the
valve, and the nozzle works therefore at high efficiency at all times.
The 150 kw turbine is supplied with a mechanical valve gear, the
valves being actuated by gearing which derives its motion from the
main shaft. The governor control operates a mechanical device
which produces the same effect on the poppet valves as that above
described.
It will be noted from the table that nearly all these machines are
constructed with direct-current generators with a comparatively
small number of alternating-current sizes. Other sizes of alternat-
ing-current sets will be constructed in due course. The operation
of direct current commutators at the speeds in question has neces-
sitated the development of various special features in the commuta-
tor. Carbon brushes are used throughout, the best form of brush
being one which has been treated without lubricant, and with this
form of brush commutation is very satisfactory. On account of the
high speed arid great length of the commutator bars they are pro-
vided with nickel steel shrink rings at the ends and middle of their
lengths to prevent deflection. These rings are shrunk on over in-
sulation and provide a very effective means of supporting the com-
mutator bars and also have the advantage of giving a greater wear-
ing depth of copper than the usual construction. The steam con-
sumption curves of these small turbines differ somewhat in char-
acteristics from those of large turbines of the same type, in having
a comparatively high steam consumption at light loads. This is
because the fixed losses, such as bearing friction and windage of
the wheels are a greater proportion of the total output.
All of these turbines are of the horizontal type, the vertical type
commencing with the 500 kw and proceeding upward. The three
smaller sizes given in the table have two bearings. The turbine
wheels are overhung on the end of the shaft and the shaft is in one
piece, with the turbine and armature both mounted on it. Begin-
ning with the 75-kw size and upward the shafts are in two pieces
and the sets have four bearings.
In the small sizes, where the wheels are overhung the front end
of the case may be taken off to obtain access to the wheels and in-
termediates, and in the larger sizes where four bearings are pro-
vided the upper half of the casing is removable for the same pur-
pose.
In the four-bearing sets the generator and turbine shafts are
united by a flexible coupling which permits some little inaccuracy
in the alignment of the two shafts without affecting the operation
of the set. After extended experience with various forms of these
couplings a construction involving the use of metal parts only has
been found to be the most satisfactory. This coupling is a modi-
fication of the Oldham coupling, the necessary flexibility being se-
cured by the use of links turning on pins.
Some progress has been made in the application of turbines to
driving other forms of apparatus than electric generators. This
problem involves the finding of satisfactory methods of speed re-
duction to fit the turbine for coupling to slow-moving apparatus.
Some of our small turbines are in operation with a belt drive with
a fair amount of satisfaction. Other forms of gearing are under
construction and experiment, and it is safe to predict that we shall
soon be able to couple the smaller sizes at least of our turbines
to slow-moving apparatus with satisfaction.
The demand for small units is large and in cases where elec-
tricity is to be generated the steam turbine, judging from experi-
ence with the turbines described, seems to fill the requirement
better than any form of reciprocating engine in general use. While
these machines are by no means perfected, they are practical and
satisfactory machines and will carry any character of load, variable
or steady, with good regulation and economy.
Under variable loads these turbines undergo no deterioration in
economy. The steam consumption for average load falls upon the
curve obtained by testing with steady loads, while it is well known
that reciprocating engines fall off in economy under these condi-
tions. The steam consumption of reciprocating engines has
reached about its lowest point, while that of the turbines is con-
stantly being improved. The performances given in this paper
must be regarded simply as starting points from which improve-
ments already in sight will proceed in the direction of better
efficiency.
+++
STEAM TURBINE POWER PLANTS— NOTES ON THEIR
EQUIPMENT AND OPERATION,
BY J. R. BIBBINS
The steam turbine has long ceased to be a novelty — it is an
established factor in modern power undertakings, particularly
those of great magnitude. Since its introduction to this associa-
tion in 1902, several forms varying more or less from the Parsons
have been announced — the Curtis, Rateau, Riedler-Stumpf, Zoelly
and others. The construction of these several forms has recently
been presented in more or less detail before the several engineer-
ing bodies, so that this phase of the subject may be passed over in
favor of the more practical questions arising in power plant work.
Owing to the limitations of space and time available for prepara-
tion, it has been possible to consider only a few of the more im-
portant subjects, and to this may be attributed the topical nature
of this paper.
TURBINE CHARACTERISTICS
The service requirements of a prime mover in electric railway
work are in many respects more severe than any other power ser-
vice outside of the rolling mill. The fluctuations in load are so
sudden and severe that the ability of the prime mover to regulate
its speed is tested to the utmost. The simultaneous starting of
many cars frequently creates an inordinate demand for power
which can only be met by the prime mover possessing a large
overload capacity. Furthermore, a high average or "all-day"
plant economy must be maintained under these disadvantageous
conditions.
The steam turbine seems to be almost ideal for fulfilling these
conditions:
Its high speed constitutes an important regulating force.
Its overload capacity is large.
Its economy under fluctuating loads is exceptional.
First — As it employs simple rotary motion, the rotative inertia
of the moving element becomes enormous at the usual operative
speeds and automatically assists in the maintenance of uniform
speed of rotation under wide variations in torque. Thus, the
heavy fly-wheels necessary for reciprocating engines to obtain
the identical results are avoided. Independent of the inertia effect,
the turbine governor has been brought to such a state of perfec-
tion that a normal speed variation can be obtained close enough
to meet any commercial requirements, although a comparatively
wide range is usually employed in alternating current work to
facilitate parallel operation. In a recent test upon a 750-kw tur-
bine at East Pittsburg, a load of 2014 hp was abruptly removed
and it was found that the speed variation was but 3.07 per cent
with this severe overload. Turbine No. 41, 1250 kw, was tested
under similar conditions by instantly throwing on and off 1300 kw
October 15, 1904.] STREET RAILWAY JOURNAL. 7°9
to 1340 kw by means of an oil switch. The speed variation was
found to be 2.09 average for three tests.
Second — High overload capacity may be secured by two
methods. A turbine may be built with a maximum governing
FIG. 1.— 5500-KW WESTINGHOUSE-PARSONS STEAM TURBINE, BUILT FOR PENNSYLVANIA,
NEW YORK & LONG ISLAND RAILROAD
capacity of 1500 kw. It may then be rated at 1000 kw, with 50 per
cent overload capacity. But for normal loads it is evident that it
will be largely underrated, and, furthermore, its economy will be
every respect with the primary admission valve, but which oper-
ates only when a predetermined degree of overload has been
placed on the turbine. The secondary valve admits high pressure
steam to a later point in the expansion range of the turbine, thus
for the time being increasing its ca-
pacity, with, however, a slight loss in
economy. But its most important,
feature is that while enabling large
overloads to be carried at a lower
though still excellent economy, the best
economy of the turbine is secured un-
der normal loading, which condition
prevails a large percentage of the
time the machine is in operation. Thus
the turbine formerly rated at 1000 kw
may now be rated at 1500 kw or more,
depending upon the overload capacity
desired.
The curves, Figs. 3 and 4, indicate
the practical range of overload ca-
pacity. In the case of the 400-kw ma-
chine the speed curve shows clearly
the point at which the secondary valve
"took hold" and prevented further drop
in speed. In this test the overload was
only carried to 75 per cent, while in the
test of the 750-kw turbine it was car-
ried to 2147 hp, or over 100 per cent.
An important difference is apparent
between the character of the water-
rate curve for the turbine and for a
reciprocating engine with cut-off valve
gear. In the engine the point of max-
imum economy usually occurs at about
•34 or .8 full rated load. The turbine,
however, reaches its maximum effici-
ency at about full load. As the rating
of turbine and generator are identical,
both may be operated at their respec-
tive efficiencies at or near full load.
The entire capacity of the turbine is
thus made available for most efficient working. On the other hand,
if the engine is running most efficiently, the generator is 25 per
cent below rating, and vice versa. Expressed in practical terms.
FIG. 2.— 750-KW WESTINGHOUSE-PARSONS TURBINE AND GENERATOR ERECTED COMPLETE. RESULTS OF
TESTS UPON THIS UNIT ARE REFERRED TO IN TABLE I.
less at normal loads than at overloads, as the economy of the
turbine increases progressively with the load. A more efficient
method — and that employed in the Westinghouse-Parsons turbine
— involves the use of a secondary admission valve identical in
this means that with turbines less power machinery is required for
a given plant load, i. e., the effective capacity is greater.
Third — Economy: Many interesting discussions have lately ap-
peared in the technical press relating to the comparative efficien-
STREET RAILWAY JOURNAL.
[Vol. XXIV. No. 16.
'cies of steam turbines and reciprocating engines, and in the end
the general opinion seemed to be that each type of prime mover
for some time to come will have a wide sphere of usefulness. There
is no doubt that up to the present time no steam turbine has
shown economies quite equal to those reported to be obtained
with a European multiple-expansion reciprocating engine tested
under high vacuum and extremely high superheat. This fact is
continually brought to our attention as a proof that the steam
turbine is entirely without the pale of competition with the steam
engine; but this is, indeed, a secondary consideration. Laboratory
economies are interesting from a speculative point of view, but
the prime consideration is the comparative economy of the steam
turbine operated under its normal conditions with the average
steam engine equipment now employed in power work and under
the average conditions obtaining therein. A point to be borne in
mind is that it is perfectly legitimate for comparisons of economy
to be made between two prime movers under conditions which
may be considered the most suitable and generally applicable. It
is, therefore, held to be distinctly unfair to confine the turbine to
a vacuum of 25 ins. simply on account of the inability of the re-
The data from Test A in Table I. represent the results upon
a 750-kw Westinghouse-Parsons turbine** tested under both ex-
cellent and poor conditions of service. With 28-in. vacuum and
100 degs. superheat, a steam consumption of 12.99 lbs. per bhp
was observed at slight overload. A series of tests were run with
superheat and without vacuum, and vice versa. It is interesting
to observe that an economy of 1377 lbs. was obtained with 28-in.
vacuum and no superheat, 23.46 lbs. with no vacuum and 100 degs.
superheat, and 28.26 lbs. without either vacuum or superheat. The
non-condensing results are excellent in view of the fact that the
turbine was designed entirely for condensing service, and indicate
what may be accomplished under conditions which are liable to
obtain at any time in any power plant owing tc loss of vacuum
from accidents to the condenser or other causes. With the help
of the secondary valve, an overload of 44 per cent was car-
ried during non-condensing runs, and over 100 per cent con-
densing.
These results are in relatively close agreement with those ob-
tained from the high-pressure cylinder of a 1250-kw two-cylinder
turbine running non-condensing and tested independently of the
ciprocating engine to take advantage of higher vacuum; similarly
with superheat. It is later shown that higher vacuum can be ob-
tained in the case of the turbine at such small cost as to insure a
handsome return under most conditions. The turbine is so con-
stituted as to utilize the utmost benefits from this condition, and
it should obviously be associated therewith.
As to actual economies obtained, results speak for themselves,
and it is unnecessary to institute comparisons for the sake of prov-
ing the superiority of any particular type of prime mover. The
engineer and power plant manager are thoroughly acquainted with
modern engine performance and they have been quick to appre-
ciate and to adopt every commercially practicable means for fur-
ther decreasing the cost of power at their station switchboard.
The range of economies obtained under definite conditions is
well indicated by the following tests:*
* It may be well to state for the benefit of those unacquainted with the
methods of testing Westinghouse turbines, that every turbine before leaving
the shop is subjected to rigid tests for workmanship, adjustment, endurance,
efficiency and speed regulation under contract conditions. Three testing
floors are in use, accommodating respectively, four 500-kw, four 2000-kw and
two 5500-kw turbines. Steam consumption is determined by weight after
condensing in a surface condenser; vacuum by mercury column reduced to
the standard sea level condition of 30 degs. mercury; steam pressure and
superheat by calibrated gages and thermometers; and horse-power output by
special water friction brake or by measuring electrical power absorbed in a
water rheostat. The equipment comprises a boiler plant, a gas-fired inde-
pendent superheater, and four surface condensers, ranging from 1600 sq. ft.
to 10,000 sq. ft. in surface. It should be borne in mind that all power meas-
urements are based upon useful horse-power, either brake or electrical, and
not indicated horse-power.
low-pressure cylinder. During normal operation of the complete
machine, the receiver pressure approximates atmospheric at full
TABLE I.
-TEST OF 750-KW. TURBINES, BUILT FOR BUSTON NAVY
YARD AND MANILA TRAMWAYS
Load
B. H. P.
Steam
Pressure
Lbs.
Vacuum
Inches*
Super-
heat deg.
Fahr.
Speed,
R. P. M.
Water
per Hour,
Lbs.
^team Con-
sumption
per H. H. P.
Hour
Test A
354.96
712
1.151.1
1,554.3
2,146.78
154.7
150.8
151.4
150.9
150.7
28 inches
28
28.07
28.01
27.85
26.42
100°
100.11
102 62
99.07
99.72
92.9
1,791.7
1,797.5
1,804.35
1,787.8
1,769.8
5,439
9,450
13,808.4
20,202.4
29,874
15.32
13.27
12.38
12.99
+13.91
Test B....
520.1
1,066.5
1,345.8
1,529.3
151.4
148.6
149.9
149.2
28 inches
27.89
27.99
27 99
27.76
150°
153.7
153.9
152.2
153.5
1,829.4
?1,827.4
1,807.8
1,792.9
7,194
12,580
15,370
17,592
13.85
11.79
11.42
11.50
Test C...
761.06
1,544.56
153.5
149.2
0 inches
100°
93.94
85.33
18,303
36,248
24.06
$23.46
Test D
811 04
1,126.1
149.8
149.5
28 inches
28.01
27.97
0°
2.34
2.54
11,779
15,506.8
14.49
13.77
Test F
1,074.7
190.1
0 inches
0°
7.1S
3,037.1
28.26
th
* Vacuum referred to 30-inch baromeier = sea level,
is test. t Superheat 15° lower in this test.
+ Vacuum V/i inches lower in
' Built for the Boston Navy Yard.
October 15, 1904.]
STREET RAILWAY JOURNAL.
711
load, and the high-pressure cylinder may therefore be considered
a non-condensing turbine.
TABLE II. — TEST OF 1,250 KW STEAM TURBINE, BUILT FOR INTER-
BOROUGH COMPANY, NEW YORK.
Non-condensing — High Presmjre Cylinder Only
Load,
B. H. P.
Steam
Pressure,
lbs.
Vacuum
in Referred
30-inch
Barometor
Superheat,
° Fahr.
Water
per hour,
lbs.
Steam
Consumption
per B. H. P.
Hour, lbs.
660
889.9
1,261
1462
145.5
150.7
None.
None.
18,672
23,261
30,338
28.3
26.15
24.05
16000
3600
Hi
A 3500
1400(1
12000
& 3400a10000
181
8000
Is 16 o 6000
3 S3
am 14 4000
\S 12 2000
10
Economy and Overload Test
,400 Kilowatt
Westinfrhouse-Parsons Turbine
Steam Pressure - 150 Lbs. Gage
'Vacuum - 28 inches, Superheat - 40° F.
Speed
econda
■y Valv
op
Stel
" C
tion
1
Full L.
1
all
1
load
100 56
Overload
1
200
400 600 «00
Brake Horse Power
FIG. 4
Subsequent tests (B, Table I.) upon a 750-kw turbine* of iden-
tical design with that above mentioned, showed a steam consump-
tion of 13.05 lbs. per bhp-hour with 26-in. vacuum and 140 degs.
superheat at full load. At approximately full load, 28-in. vacuum
and 150 degs. superheat, the steam consumption was reduced to
1 1. 5 lbs. These two machines are of the single-cylinder type and
identical in general design with the 5500-kw machines now near-
ing completion for large New York and Philadelphia power
plants. They are illustrated in Figs. 1 and 2.
That these excellent economies are not alone obtainable in ma-
chines of considera